Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
3550 Clear Creek Drive
.�44 V City Of i�9rWh6atP dg� COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsna ci.wheatridge.co.us 1 FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3SS-D C, l eo_v- UY'Q-Z ;�Y- wkyya:{ R-1 A o' Co toq D7 Property Owner (please print): Phone:303-91y- 22�1 Property Owner Email: SC_6\k mc_ Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: X990 W. Ql�O(hneAci. �. City, State, Zip: 1,k-,cii)A b-022 Architect/Engineer: Architect/Engineer E-mail: Contractor Name: \ City of Wheat Ridge License #: 0 \$1 Phone: C Phone: 303 - Zbt - 3152 Contractor E-mail Address: Sgleg Q C.L-:V-"- Sex\�Cn,s - C-Crv-N For Plan Review Questions & Comments (please print): CONTACT NAME (please print): `� n Phone: 3�3— 2� � 31GJZ X 123 CONTACT EMAIL(p/ease print): SQ�eS . SSIS}Q) C -L-1 Se_+-V1C-00 • U5 v- � Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ICOMMERCIAL RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. I,v a `1 S1 �,ns �ol- ci�1-In'. 5 Cxc cJ 1k LA"'k U-,/\ YNU-., C' C-�e_e, V-\9 a-+, 41C1 001aWCC4-e 11 j7lciv\S �r S�W CA Sq. FULF Amps BTUs Squares Gallons Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ �t L1S 1 Valuation Okay OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided lication. CIRCLE ONE: (OWNER) (C NIRAT Rt ( THORIZE P ENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and lastname): DATE:b1271 Z I r\ �_ Printed Name: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: i4 roidiI o r Z I S $ O ww Go GO u O o �` ❑ E v o N O g %doao Qpotommemop uJ c CL c i W `° ~ w c i v o a. � m v o o I v o° .q C Ado olk, low oldwomm > c p ,n -oftZ m °� vba T +J ,� ? a i; g m c 0 C to 0 14 01 go Amn Moma ac too o , _ o f ~i %v i 0 1 °c > rn o Almob yi L cO 0 O❑ A J � i O E �_._ a, o c E y°`'. v Com+4 z z z 0 a ,o y v Qom:•';; c of �'ctomato ❑ m L L U `n v, m _ �Mmm c $ ❑❑ T . p 0# Z s IV 10 T E _ E a _�X c E mmmo, < p a o c om,o_ 00 Oommmw r i r.; C Z N r. N Cl O O d}}} o 3 1___ E N v �+ c c o, o v u r a` _ y c c2 d v r LL ai ttoo v c c '� p %A L L V i L ami u w N ` ;04V000r ❑❑ d (] ,o E c OI X V Li v c ° �o �' _� a 0 Q a a o m 0 o o d o U°_ - a c v o o a '� 0 a v QJ c � Q 0 mw V a c<❑ Ln � o Admato :4 w v u v.Low m w O_ o E c q a c J � w rp O t N y> m: v W ar hoo oa �Eo U „�C a`v m m T Ln c c Eo tooti -two, Womi.'Ear 0J � Col D p 0 v !1 �o J J a domp ►— 3 Q c m au c too Mottoro � Q; c y " C a p :u 1. a� C7 Cl '° ❑ IV c in c a C N p H w W. c c0 p i0— c 01 C �O E j' �e E c U U r O o' N oc a; g o l7 O E {� o N0 O S� J U4GEME,j C Mo Q N .° — Toot N N_ ft �.. tA p Z J ! V l N y M CA �uN � C N «IMP a c d r Q ai u ., a i- = o a n, adow40 oloolo 51 D El ad C%4 00 WZ -, � C O Y, C Dow C 0to (AF- & .r W i E �, W a a M 0 m 4 f Z 2am, Ame, Oil v Vc Oc>?Li w¢ v > N oc c onto I'mmamw aa u o 0 Ma y C Ce C O LL 0 C w ot�c 10 Q ❑ °J c+ E � L' d a z C N OQ Q (� v T r > > ami J d E tic o E ro O � o N> O — �1 C N E o o C a m m >_ C o 00 Z in O o c L o v O m C O O m OQ v v a?C) V a a �o C Q �, m C c V A 4 ❑ °J c+ E � L' d a z C N OQ Q (� v T r > > ami J d E tic o E ro O � o N> O — �1 C N E o o C a m m >_ C o 00 Z in O o c L o v O m C O O m OQ v v a?C) V a a �o C Q �, m C c V SOLUTIONS Test, Adjust and Balance Report Reaonaaueoab � .be�ma Fmmnucwaaunbn .be Numeer 21300243 .beoeawaa 355oclaarcwaxolrw N1wa1Rb0e.CobwW80033 Cusbmar Name l nrr l lAons.Inc 1M WE ns we E,gkw fnlore 80110 Ergbeemg Fml Gwn Blesadabs lnc 7355 MmnUP01 Laxewa]. Cnlore 80228 Tl Ruled M173na38r M1H Aakl TPBSu Nsor Paul IV><k Le Te nluan Tay rTa00 n Tmnmigb s 2373 Ce, l Pmx BM. Sulo 100.Oamer. COMM AIRAPIG Mw SOLUTIONS Table of contents Tableotcontents Abbreviations Was Na Pi (Profetl Summary) Ri (Air Apparatus) RTLLi OA (Traverse) FP61-1 (Fan Powered Po ) FP61-2 (Fan Powered BoX) FP61-3 (Fan Powerdd Box) FP61 4 (Fan Powerdd Pox) FP61-6 (Fan Powered Box) FPi 6 (Fan Powered Box) FPi 7 (Fan Powered Pox) FP61-8 (Fan Powered Box) FP61-9 (Fan Powered Box) FP61-10 (Fan Powocl Pox) FP61-11 (Fan Pow red Pox) FP&1-12 (Fan Powered Pox) FP&1-13 (Fan Powered Box) FP&1-14 (Fan Powered Pox) FP&1-i6 (Fan Powered Box) FP6l 16 (Fan Powered Box) FP&l 17 (Fan P nad Box) FPB -Y18 (Fan Powered Box) FPB -1-19 (Fan Powered Box) FPB -1-20 (Fan Powered Box) FPB -1-21 (Fan Powered Box) FPB -1-22 (Fan Powered Box) VAV-1-1(VAV) EF -1 (Ar Apparatus) EF -1 EA (Air Inlet) EF -2-1 (Air Apparatus) EF -2-2 (Ar Apparatus) EF -2-3 (Ar Apparatus) MidXional Documents At *►.I.G we SOLUTIONS AM Our Handling Unit HM Heating NBter R9Wm PGoi ArCominomndi Hi Hea4ng NBta Bpppy PCCU Al Condensing Unit VA Inaaxsslele AW Amperege w Inside oremeler AVG Mi LAT Leaung A,TempereWre AD. Ar Density LG Lmea,ollluse, m auildirg pNme4gn Sp@m LPH Los, Pressure Seam BHP Brake Horeeporer LNG Lox Wdll Grille CU Ceiling Diffuser LNT Learing N§NrTempereWre CFM Cubic Feet Per Mnue MYII MIA Wine Up Ar Unit CH Chiller MEH 1.099 BMs per Hour C16N Cnwedm9e, WA NotPppuwdle CH CnllledN rRealm WF. No Ftov, CMNS CdllledN rSupply Hn NClnsaued CS Calms ll Ha WLmW DAT Dlschage AriempereWre WS Not Spal DR DryBulMTempshoul GG Gubide Cal GG DirectDrie Gm Open Ended Dud DA Dwal C4 Gusiick Nr DSP Dlschage Srabc Pressure GAT Outside ArTempereWre Prated EAT EnBdrg ArTemperaWre RIC All EDC ElecNc Duct Coll PM Press EDH EIeNIcDuctHeser P<FC P�ckagedTermirelArOphwioohwr EF EMeust Fan P51 Pounds per Square Inch EFF Eficlerxy P? PressureTempereWre EMM EnergyMnrhegemenlSs@m R4 Returner EWF EnreNgW rTBmpereWre Wei RaWmAr Fan F Degrees FaMrenMelt RG Realm Glle FCU Fan Opl Unk RHC ReTheet Coll FH Flw Hoof RPM RewluOons Per Mnub FG Real RIU RepMp Unn FE Floor5Pheust SA SupplYAr m Floor Rehm Sm smote F�OhenstFan RA Full Load Anperage SFor SPF SupplvArFen FPB Fan lowered Box S.F. SenMV Fahr FPBH Fan lowered BwrwlN Heel SP SNOCFressure FPM Feet Por Mnus SSP SU Non StaticPressure m Flwl TPBTW TesEng.WlusEng B.Bslanang R H2O FeelotN06rCoumn TSP Talel SleticPressure m Fan Terall Unit VN WreEla Ardelume GoM GallonsPor Mnub At sell Damper HEPA ngn EMcar yParticuleBPrresNrha Mm �4deEle Frequer yphe HCA HeM.Cfl.AM SNkM N11 NB12u1e TempareWre HP Horsepzter NC Moor Column HIM Hi Pressure 56em WSHP N9Br Wurre Heel Flmp Ressure HNC HaemepneryCull DP DlflerenOel pressure HJPC Haetlrhg. �BNletlpnBArfuMHbnlrg pF Dlflerentlel TempareNre AIRAPIG Mw SOLUTIONS RTU -1 Date Description (-02/15/2022 Unitisoperetingat94%of0esignat FIA. The system is designed fordiversity. The divereityemountof boxes were opened in orderto test the unit FPB -1-1 Date Des:rlPBon ❑ 02/042022 In orderto achieve design flow. FPB 1-12 was fulycbsed. 1-9 aM 1-17 damperwas putto 40 FPB4-3 Date Description F 02/012022 Fan at slowest speed sefdrg. FPB -1-0 Date Description F 011312022 Missing damper handle for register#3 that serves the break room. FPB -143 Date Deserlp8on ❑ OV312022 Fan at b"st speed and reading 140 CFM high. FPB4-7 Data Description F 021032022 Fan at lowest speed setting. Reading 135% of design. FPB -1-8 Date Deseriptlon F 02/032022 Fan at bwest speed setting. Reading 118%of design FPB -1-12 Date Description F 02/032022 Register#3 missing damperhande. F 02/032022 Fan at bwest speed seging. Reading 137% of design FPB -1-13 Date Deseriptlon r02/032022 Fanspeetlatsiomstseging.Reading 174%ofdesign FPB -1-18 Date Deseriptlon 0 02/012022 Fan speed at slowest speed. 158%of design AIRAPIG Mw SOLUTIONS FPB -1-19 Dale Description r 01282022 Schedule states Max CFM of 550, while connected bad equals 400 CFM. Balanced to connected bad and scaled minimum. r 02/012022 Fan speed at slowest setting.156%of design FPB4-21 Date Description r 02/012022 Fan at lowest speed. Reading 126% of design FPB4-22 Date Deseription r 02/012022 Fan at lowest speed. Reading 244% of design. EF -2-1 Date Description F- 02/1612022 No speed controller installed to achieve design CFM, read and recorded as is. EF -2-2 Date Description r 02/162022 No speed controller metaled! to achieve design CFM, read and recorded as is. EF -23 Date Description r 02/162022 No speed controller metaled! to achieve design CFM, mad and recordetl as is. AIRAPIG Mw SOLUTIONS Technician SCOPE OF WORK The Test and Bolan (TAB) scope of mark consists of one (1) Roof Top Get. Nenty-bas(2) Fan Palau Ba Es, One (1) Variable Air Volume Unit and four (4) EMaust Fans. the AIR APPARATUS AND ASSOCIATED TERMINAL UNITS (RTU) The RTU has a VF0.controlled fan that adjusts to maintain constant pressure on the supply outlets as the terminal units modulate. The fans mere measured and set to achieve design On airflow. The associated terminal units mere intleretl to full cooling, calibrated, and outlets proportioned for design airflow. Grille design total Is used as primary maumum chain design for terminal units over acheduled dm. Once the terminal unit IDnes mere completed, a number of terminal unit agree equal to the system diversity mere indeed to full cooling and the final system pressure bas established, Total supply chain bids derived as reported on the air apparatus test page. The outside air Aim bas directly measured The return air chair bas calculated by subtrac ing outside air and from supply air cfm. All final TAB settings and performance measurements care completed, and data was recorded onto the appropriate test report forms. VARIABLE AIR VOLUME BOX Vi The VAV bee indexes to full cooling and calibrated, The outlets mare then prosodicaetl, add final airtave mere recortletl, haq, the SAS bas tested In minimum flow to verity proper calibration Lastly, the heating pertorrrence of the box Mtere applicable, vas verified and recorded on to the appropriate test forms. am E (HG1ST FMS (EF) The appeal fans were energ'ood, measured, and set for total sell. The associated Inlets were balanced as twteG in this report. Total did bars derived and noted on the individual test pages. Final aedings and pertormence measurements mere completed. add data bars recorded on the appropriate test report forms. AIRAPIG Mw SOLUTIONS Technician Ta}brTargaR System Test Date RTU1 02/1522 Locatlon Roof supply Air CFM 17000 Service VAV B FPBs-WM1ok Bull Outside Ar CFM 2000 Manufacturer Trane Return Air CFM 15066 Model SFFLF40EPLA CRND8001BOWEOHl0A(WTOM8000 Outlet l Inlet sumretion 11K)i Number Sorel Fan/ Motor RPM Nat Listed/ Weather C21 Wl145 Motor RPI Volts I Ph 25l 20813 Type Direct Drive External SP /Total SP Nat Lisled l4.3 Mail Manufacturer Baldor Supply Ar CFM 16004 Motor H P. / Frame 25 / 284T Outside Air CFM 2170 Efficiency /Power Factor 08109 Return Air CFM 13834 Mohr RPM 1T/0 Total CFM Test Metirotl Terminal U1lt sumlatbn Voltage 208/2301 OAIRik Damper Pos% 15% own 185%own Phase 3 Fan RPM Direct Drive Full Load Amps 70/691 Motor speed Senilg Hgir Service Factor 1.15 Mohr operating f4 70 Carr. Numeplate Amps 70 Static Pressure Setpoint 1.5 Ext SP Sul I Discir -1.3611.83 Filter Quantity l Filter sisl Filter Type 16120#5t21 Ext Static Pressure 3.19 Pleated Fan SP suct 1 Discn -1.6511.83 Total Fan SP 3.48 momncel Meas Metra d VFD Display Voltage 208/208/208 Asryerage 69.0169.0169.0 Motor B.HP 23.904 0211512022 Unit is operating at94%of design at FLA The system us designed for diversity. Tire diversity amount of booms vare opened In order to test the unit. AIRAPIG Mw SOLUTIONS Technician System Taylor TetgeR R 1CIA Del Alilow(CFM) 2000 Instrument Location OA Inlet Static Pressure (in act Average FPM Total Artlow (CFM) Dud SM1ape Rectangular 56 of Design Dud Width (in) 35 Dud ICgM (in) 55 Area (Sp Ft) 13.37 OA minimum Position Ale (Sp Ft) 13.37 e 1 135 152 145 147 138 2 156 162 160 171 152 3 182 175 183 172 154 4 162 159 170 155 161 5 145 152 165 164 160 6 152 145 148 159 159 172 175 181 179 184 8 141 176 161 162 156 9 163 183 174 1]] 180 10 11 12 13 14 15 35 Teat Date 0&1522 55 RVA 0 162 21]0 109% 15% AIRAPIG Mw SOLUTIONS Technician TmorTapaR Inlet Sls (in) 12 Cal. Factor 225967 DDC Max CFM 1693 DDC Min CFM 1200 DDC Prim H9 CFM 1800 Fan Type Partial FPB Fan Design CFM 600 Fan Actual CFM 550 Fan Space High Bystem Test Date FP61-1 nw422 Lobby 100 1 A 48 Linear 250 246 275 110% 162 Lobby 100 2 A 48 Linear 250 340 253 101% 162 Lobby 100 3 A 48 Linear 250 300 225 90% 162 Lobby 100 4 A 48 Linear 250 313 231 92% 162 Lobby 100 5 A 48 Linear 250 175 226 90% 162 Lobby WO 6 A 48 Linear 250 243 230 92% 162 Womren's 105 7 B 12x12 150 38 139 93% 98 Mena 106 8 B 19[12 200 37 180 90% 130 Total 1850 1692 1759 95% 1200 0210412022 In order to achieve design flow. FPB 1-12 was fully b0sed. 1-9 and 1-17 damper was put to 40% 152 154 160 161 153 165 95 122 1162 AIRAPIG Mw SOLUTIONS Technician TmorTapaR Inks Size (in) B Cal. Fedor 1061.05 DDC Max CFM 571 DDC Min CFM 48(1 DDC Prim H9 CFM 616 Fan Type Parallel FPB Fan Desgn CFM 120 Fan Adual CFM 136 Fan Scaled Low System FP61-2 Test Date 01,l1rz2 OFF_1 120 '0.: 120 112 120 131 120 130 480 462 1 A 24#4 150 144 137 91% OFF.2 2 A 24x24 150 140 136 91% OFF.3 3 A 24x24 160 87 161 107% OFF. 4111 4 A 24x24 150 199 158 105% Total 60D 570 592 99% AIRAPIG Mw SOLUTIONS Technician TmorTagge t Inlet Sts (in) 6 Cal. Fedor 522.8 DDC Max CFM 380 DDC Min CFM 320 DDC Prim Ag CFM 400 Fan Typo Parallel FPB Fan Desgn CFM 80 Fan Adual CFM 254 Fan Scared Lew system FP61-3 Teat Date oboll2 OFF _5125 1 A 2424 200 70 130 90% 100 153 OFF. 6114 2 A 2424 200 70 195 98% 100 100 Towl 400 140 375 94% 320 321 0210112022 Fan at slowest speetl setting. AIRAPIG Mw SOLUTIONS Technician TmorTapaR Inks Size (in) 8 Cal. Fador 954.26 DDC Max CFM 666 DDC Min CFM 441 DDC Prim Ag CFM 606 Fan Type Parallel FPB Fan Domm CFM 160 Fan Actual CFM 176 Fan Speed Low System Test Date FPEp14 01,�1rz2 OFF_] 1 A 2424 199 195 105 105% 74 01 Bleakfarl 2 A 2424 259 253 256 102% 133 163 BralFilm 112 3 A 24t24 250 223 230 92% 133 171 Total 300 671 591 98% 440 439 01/31/2022 Missing damper handle for register#3 that serves the break room AIRAPIG Mw SOLUTIONS Technician TmorTapaft Inks Size (in) 12 Cal. Fedor 22]0.15 DDC Mex CFM 12% DDC Min CFM 560 DDC Prim H9 CFM 1300 Fen Type Parallel FPB Fen Desgn CFM 740 Fen Aduel CFM 300 Fan Sceed Law System Test Date FP61-5 OZnA22 Hall 124 1 A 2424 150 173 139 93% 64 66 Teller Stations 122 2 A 24s24 250 125 227 91% 108 112 Teller Stations 122 3 A 24x24 350 209 340 97% 151 156 Teller Stations 122 4 A 24#4 350 390 3M 95% 151 150 Safe 121 5 B 12x12 100 148 102 102% 43 51 Count Rm 120 6 A 24x24 100 199 93 93% 43 44 Total 1300 1244 1235 95% 560 578 AIRAPIG Mw SOLUTIONS Technician TmorTapaR Inks Size (in) 6 Cal. Factor 5458] DDC Max CFM 302 DDC Min CFM 200 DDC Prim Hg CFM 448 Fan Typa Parallel FPB Fan Design CFM too Fan Actual CFM 248 Fan Blared Low System FP61E Manager ORB 1 A 2424 300 200 302 tot% Total 300 200 302 101% 0113112022 Fan at lo¢est added and reading 140 CFM high. Test Date oi,�irzz 200 199 200 199 AIRAPIG Mw SOLUTIONS Technician TmorTaggaR Inks Bis (in) 6 Cal. Factor 504.4] DDC Max CFM 300 DDC Min CFM 160 DDC Prim Hg CFM 300 Fan Typa Parallel FPB Fan Resign CFM 140 Fan Actual CFM 246 Fan Sidereal Law System FPl OFF.1 204 1 A 24X24 300 184 313 104% Total 300 184 313 104°% 0210312022 Fan at lowest spired setting. Reading 135°% of design. Teat Date mrnv22 160 6' 160 161 AIRAPIG Mw SOLUTIONS Technician TmorTaggart InkBls (in) 6 Cal. Factor 568.23 DDC Max CFM 400 DDC Min CFM 280 DDC Prim Hg CFM 400 Fan Type Parallel FPB Fan Design CFM 120 Fan AcWaI CFM 198 Fan 3Peani Law system FPl OFF .2205 1 A 2424 200 139 198 99% OFF .3206 2 A 2424 200 130 191 96% Total 400 269 389 97% 0210312022 Fan at lowest speed selling. Reading 118%of center Teat Date oerttv22 140 40 140 134 260 2]4 AIRAPIG Mw SOLUTIONS Technician 1 System Tayorlse at 250 FF$1-9 234 94% III Inks Size (in) 12 Re9lders 1, 2 AN Cal. Fedor 2494.41 250 DDC Max CFM 1856 90% DDG Min CFM 1440 Lobby 2W DDC Prim H9 CFM 1800 48 Linear Fan Type Parallel FPB 265 Fan Desgn CFM 360 195 Fan Actual CFM 424 A Fan Speed Mad 274 Test Date mrnv22 Reception 202 1 E 2424 250 400 234 94% 195 199 Reception 202 2 E 24#4 250 219 225 90% 195 195 Lobby 2W 3 A 48 Linear 250 2]] 265 1%% 195 195 Lobby 250 4 A 48 Linear 250 274 274 110% 195 199 Lobby 2W 5 A 48 Linear 250 299 262 105% 195 221 Lobby 2W 6 A 48 Linear 2W 257 2W 150% 195 201 Women's 250 ] B 12rc12 150 37 135 90% 116 150 Men's210 8 B 19[12 250 137 188 94% 154 145 Total 1850 1900 1833 99% 1440 1446 w AIRAPIG Mw SOLUTIONS Technician TmorTaggaR Inks Size (in) to C l Fedor 19fjg.50 DDC Max CFM 1200 DDC Min CFM 1� DDC Prim Hg CFM 1200 Fan Type Parallel FPB Fan Design CFM 200 Fan to lCFM 220 Fan Bpeel Low Conference Room 1 A 24x24 600 208 Conference Reom 2 A 24#4 600 208 Total 1200 System Te at Date FP61-10 02IRL22 600 608 101% 500 532 665 575 96% 500 506 1265 1183 99% 1000 1038 AIRAPIG Mw SOLUTIONS Technician 1 SysPom TmorTaggaR 266 FP61-11 185 92% III Inks Size (in) 10 Reglder AN Cal. Fedor 187321 266 DDC Max CFM 1200 90% DDC Min CFM 100 Open 211 DDC Prim Ag CFM 1200 108 Fan Type Parallel FPB 191 Fan Design CFM 266 161 Fan N tuaI CFM 226 D Fan 3Pe eJ Low 225 Test Date mrnv22 Own 211 1 D 124 266 276 185 92% 166 161 Own 211 2 D 12x8 266 296 180 90% 166 159 Open 211 3 D 108 206 229 191 %% 167 161 Open 211 4 D 1218 206 225 191 %% 167 165 Open 211 5 D 108 266 157 196 95% 167 166 Open 211 6 D 108 266 143 198 99% 167 159 Total 1200 1320 1135 95% 1066 965 35 AIRAPIG Mw SOLUTIONS Technician TmorTagge t Inlet Sts (in) 8 Cdl. Factor 1044.91 DDC Max CFM 700 DDC Min CFM 398 DDC Prim Hg CFM 700 Fan Type Parallel FPB Fan Design CFM 300 Fan Actual CFM 410 Fan Speech Low System FP61-12 OFF.6 215 1 A 2424 200 266 218 109% OFF. 5214 2 A 2424 200 331 210 105% OFF. 4213 3 A 2424 300 289 269 90% Total 700 886 697 100% o2ro3rzozz Real a3 missing damper handle. 02/03Y2022 Fan at caveat speed setting. Reading 137% of design Teat Date OZU&22 114 114 172 4o 128 161 894 AIRAPIG Mw SOLUTIONS Technician TmorTaggaft Inks Sive (in) 6 Cal. Factor 521 70 DDC Max CFM 275 DDC Min CFM 160 DDC Prim Big CFM 275 Fan Type Parallel FPB Fan Design CFM 115 Fan Actual CFM 200 Fan Seem Law Strident F 1-13 Break Room 216 1 A 24X24 200 115 188 94% Storage217 2 A 24#4 75 55 71 95% Total 275 170 259 94% 0210312022 Fan speed at slowest caging. Reading 174% of desgn Teat Date mrnv22 116 115 44 42 166 157 AIRAPIG Mw SOLUTIONS Technician TmorTag e t Inks Size (in) 6 Cal. Factor 59364 DDC Max CFM 300 DDC Min CFM 238 DDC Prim H9 CFM 300 Fan Type Parallel FPB Fan Design CFM 60 Fan A tuaI CFM 55 Fan Scared High system FP61-14 OFF _7218 1 A 2424 300 401 299 97% Total 300 401 290 97% Teat Date Onmrz2 240 210 240 230 AIRAPIG Mw SOLUTIONS Technician TmorTagge t Inks Size (in) 6 C 1. Fedor 448.71 DDC Max CFM 291 DDC Min CFM i W DDC Prim Hg CFM 3W Fan Type Parallel FPB Fan Design CFM 140 Fan Adual CFM 209 Fan Sceatl Low System FP61-15 Manager OR 1304 1 A 2424 300 294 294 98% Total 300 294 294 98% Test Date oProll2 100 154 100 154 AIRAPIG Mw SOLUTIONS Technician TmorTagge t Inks Size (in) 8 Cal. Fedor 19221 DDC Max CFM 597 DDC Min CFM 490 DDC Prim Ag CFM 690 Fan Type Parallel FPB Fan Design CFM 299 Fan A tuaI CFM 297 Fan Sce si Lew System FP61-16 Test Date OZU1,2 OFF 2305 133 139 133 133 134 135 400 393 1 A 24x24 299 191 267 164% OFF 3306 2 A 24x24 266 222 209 19 % OFF. 43W 3 A 24x24 200 283 200 100% Total E00 6% 616 103% AIRAPIG Mw SOLUTIONS Technician TayorTapaR Inks Slaw (in) C 1. Fedor DDC Max CFM DEC Min CFM DEC Prim Hg CFM Fan TyPe Fan Design CFM Fan NduaI CFM Fan Speetl System Test Date F 1-17 mrm22 14 Registers 1,2.3.4.66 AN .53 357073 2316 1917 2400 Parallel FPB 480 490 Low Dutle[ Design Test1 Final % Design Design Final Area Served LFM CFM CFM CFM Min CFM Min CFM No Type Size Reception 302 1 D 122 250 360 237 95% 200 20/ Reception 302 2 D 122 250 370 275 110% 200 201 Resrpton 302 3 D 122 250 311 261 104% 200 203 Resrpton 302 5 D 122 250 433 267 107% 200 210 Resrpt'on 302 6 D 122 250 408 270 108% 200 189 Lobby 300 7 A 48 Linear 300 150 275 92% 240 230 Lobby 300 8 A 48 Linear 300 149 270 90% 240 235 Women's 312 9 B 12x12 150 129 140 93% 120 118 Men's 312 10 B 12x12 150 60 144 96% 120 115 RecepSon 4 D im 250 300 255 102% 200 199 Total 2400 2670 2394 100% 1920 1907 AIRAPIG Mw SOLUTIONS Technician 1 System TmorTaggat 200 FPB.1-18 191 96% III Inks Sts (in) 12 Register TN Cal. Fador 2452.12 284 DDC Max CFM 1223 120 DDC Min CFM 730 D DDC Prim Ag CFM 1200 236 Fan Type Parallel FPB 120 Fan Design CFM 480 D Fan Actual CFM 761 273 Fan 3peeJ Low 120 Test Date oboll2 Open ORice 320 1 D 104 200 251 191 96% 120 Open OR 320 2 D 104 200 284 213 106% 120 Open Once 320 3 D 10# 200 236 182 91% 120 Open Once 320 4 D 10# 200 273 217 108% 120 Open Once 320 5 D 10# 200 290 190 95% 120 Open Once 320 6 D 10# 200 296 220 110% 120 Total 1200 1630 1213 101% 720 0210112022 Fan speal at slowest speed 158%, of Cesgn 121 118 120 131 128 131 749 0 AIRAPIG Mw SOLUTIONS Technician TdmorTapaR Ink( Sts (in) 8 Cdl. Factor 1011.5 DDC Max CFM 399 DDC Min CFM 290 DDC Prim Hg CFM 400 Fan Type Parallel FPB Fan Design CFM 110 Fan AetuaI CFM 172 Fan Soared Low Sysiem Test Date FP61-19 9Pr9122 Break Room 315 1 A 2424 150 267 145 97% 193 113 Break Room 315 2 A 2444 150 240 161 107% 103 193 WpY 319 3 A 2444 100 133 95 95% 74 71 Total 400 640 401 100% 290 292 Date Note Description 012B2o22 Sensors states Max CFM of550, Mile connected load equals 400 CFM. Balanced to conceded load and styled minimum. o 1Yto22 Fan speed at slaved setting. 155% of desgn AIRAPIG Mw SOLUTIONS Technician System TmorTaggart FF$1-20 Inks Size (in) 10 Cal. Fedor 1699.16 DDC Max CFM 1000 DDC Min CFM 713 DDC Prim Hg CFM 1090 Fan Type Parallel FPB Fan Design CFM 280 Fan AduaI CFM 306 Fan Sce al Low Conference 317 1 A 2424 500 817 525 105% Conference 317 2 A 2424 500 509 491 98% TOWI 1000 1326 1016 102% Test Date DIN1L22 360 167 360 351 720 713 AIRAPIG Mw SOLUTIONS Technician TmorTagga t Inb( Sim (in) 3 Cal. Fedor 1036.]4 DDC Max CFM 600 DDC Min CFM 334 DDC Prim Hg CFM 600 Fan Type Parallel FPB Fan Design CFM 200 Fan AduaI CFM 252 Fan Speed Low Bysiem Test Date Fpg}21 mm1rz2 OFF 5308 1 A 2424 299 243 191 93% 133 '24 OFF 6309 2 A 2424 299 248 185 92% 133 125 OFF. 7310 3 A 24R24 200 287 201 100% 134 125 Told 600 783 5T 96% 400 382 02/01/2022 Fan at lowesi speed Reading 126% of design AIRAPIG Mw SOLUTIONS Technician TmorTapaR Inks Size (in) 6 Cal. Factor 488.21 DDC Max CFM 300 DDC Min CFM 200 DDC Prim Hg CFM 300 Fan Type Parallel FPB Fan Design CFM too Fan Aalual CFM 244 Fan Sidereal Law SysMm FP61-23 Manager 0412311 1 A 2424 300 170 305 102% TOW/ 300 170 305 102% 02/01/2022 Fan at loxesi speed Reading 244°%of design. Teat Date OZU1,2 200 lqb 200 1% AIRAPIG Mw SOLUTIONS Technician 1 System Teat Date Te}IorTatgat 250 UAW -1 o1r31rz2 265 106% b0 Inlet 51m(in) 12 Ra91sterM Cal. Factor 2550.58 250 Instrument RVA 104% DDC Max CFM 1525 Lobby 107 DDC Min CFM 295 106 Lobby 107 1 D 104 250 270 265 106% b0 3e Lobby 107 2 D 1026 250 274 261 104% 50 40 Lobby 107 3 D 106 250 307 270 108% 50 52 Lobby 107 4 D 10115 250 Mot 275 110% 50 58 Lobby 107 5 D im 250 320 275 110% 50 56 Lobby 107 6 D 10# 250 335 272 109% 50 63 Total 1500 1850 1618 108% 300 302 AIRAPIG Mw SOLUTIONS Technician loadorTapaR System Tes[Date ERI OWQ22 Locatlon Rao! E4aust Air CFM 660 Service Restraoms-Sire Air Inlet Outlet l Inlet Sumretan 1660 Sheet Fan/ Motor RPM 15]1115]1 Manufacturer Greenheok Motor WI Vote I Ph 116111511 Madel Number G-t001p-SVG1-19-X Eternal SP l Total SP 041 Serial Maintain 19586]6] Type Direct Drive Exhaust Nr CFM 627 Total CFM Test MetMtl Ertaust Inlet Total Motor Manufacturer Direct Drive - W Access Motor syeetl Settirq Fil Pi 0 Motor spill settirq % 100% Service Factor 0 Motor Operal l4 60 Ed SP suction I Disch 01 Eq static Pressure 0.00 Fan SP seat I Dech -1.41 Total Fan SP 1.40 Electrical Meas Metti Na safe Access to Meas. AIRAPIG Mw SOLUTIONS Technician System Test Date 1p}orTapaR EFlEA IX130,22 Sheet Type Standard Instm rant capture Heed Women's 312 1 F 12x12 110 69 157 85 99 90% Men's 313 2 F 1242 110 58 99 81 100 91% Women's 209 3 F 1W2 110 65 97 89 99 90% Men'S210 4 F 12x12 110 26 57 80 99 90% Women's 105 5 F 1242 110 51 87 83 114 104% Men's 106 6 F 12x12 110 23 27 87 116 105% Total 660 292 524 505 627 95% AIRAPIG Mw SOLUTIONS Technician sysrom Teat Date TardorTag]art ER2-1 ov1&22 Location Janitor 104 Exaust Air CFM 75 Service Janitor 104 Outlet/ Intel SunTatien 175 Manufacturer Green each Fan/ Motor RPM 7W/ID0 Model Number SP -131 1p 1) Motor 191 Vote I Ph 0.01111511 Serial Number 1191 External SP l Total SP 0.31 Type Embedded Exhaust Nr CFM 117 Motor Manufacturer Direrl Drive — NU Access Total CFM Test Method Exhaust Intel Total Motor Operating M w ElerAndal Meas Method W Sate ACeess to Maas. Renial AN .53 0211612022 No speed controller installed to achieve design CFM, read and recorded as is. AIRAPIG Mw SOLUTIONS Technician System TayorTaggaR E 2-2 Local Januohsm,age2w Extausl Air CFM Service Janibr/Storage 201 Outlet/ Inlet SummWn Manufacturer Greenheck Fan/ Motor RPM Model Number SP -6 D Motor Wl Vofts l Ph Serial Panton 1195021]]-0013 External SP l Total SP Type Embedded Exhaust Ar CFM Motor Manufacturer Direct Drive- W Access Total CFM Test Method Motor Speed Setting Motor Operating lk Electrical Meas Method Register 0211612022 W speed controller installed to achieve dal CFM. read and recorded as is. Teat Date ovcarz2 101 EAhaust Inlet Total Single 60 Not Accessible .53 AIRAPIG Mw SOLUTIONS Technician System TaylorTalgart 0%2-3 Location JanuohSYomge aw Extaust Air cRM Service Janitor/Storage 301 Outlet/ Inlet SummWn Manufacturer Greenheck Fan/ Motor RPM Model Number SP -6 D Motor Wl Volts l Ph Serial Number 1195021A-0016 External SP l Total SP Type Embedded Exhaust Ar CFM Motor Manufacturer Direct Dme— NU Access Total CFM Tell Method Motor Operating M Electrical Meas Method Register 02/16/2022 Nu speed controller installed to achieve design CFM, read and recorded as is. Teat Date 0Zr422 ]5 /]5 ]00/]00 001/115/1 0.2/ 61 EAhaust Inlet Total 60 Not Accessible 53 AIRAPIG Mw SOLUTIONS ADDITIONAL DOCUMENTS VENTILATION SCHEDULE ZONEPER NI81MC (E) AREkZ I Rp I RED 1 0110009E 1 YOCGIPANTB I MT I EZ I VR IEVI Vel fPL1-1 100-InhbiQ JULlpbelhm�m 1058 tOB) 1017 5 006 10 11 116 o8 1 1 145 TOTALREWIRED 145 TOTPLSUPP 180 FPL14 1118-OIfi1 112 5 006 5 1 12 08 15 1 15 11M-015¢2 IV 5 006 5 1 12 OB 15 1 15 110-041*e3 112 5 to 5 1 1 12 OA 15 1 15 111 112 5 0.06 5 1 1 12 OA 15 1 15 TOTN. REWIRED m TOTK 811RVED TJ FPi14 114-a6¢6 135 5 Ooh 5 1 13 OB 16 1 16 1m -M 5 198 5 008 5 1 13 OA 1T 1 17 TOTALREp11RED 33 TODLLSLPRIm m FP61J 112 -Bak Room 929 5 &N 5 2 m OA Sr 1 37 115-fAni 111 5 0.05 5 1 12 0A 15 1 15 TorN.RFAUIREO 51 TOTN.BUPFVm m FPL14 119-X! 55 0 0.06 0 0 3 OA 4 1 4 1m-CoutRmn I a 5 008 5 1 8 OB 10 1 10 lm-TXW9htlas 3B.i 5 008 5 2 m 0.8 41 1 N 124 -WB 70 0 &W 0 0 4 OA 5 1 5 TOTAL 80 TOTAL BUPRIm T6 19,15.14 1m-AYnyer OlMxB in 5 am 5 1 1T 0.8 m 1 m ToruxQulRm m TOTALSUPRIm 26 AV -14 107-�6 02 9 5 aw 10 10 1a 30 os 1 1 In 119-He8 180 0 1108 0 0 10 OA 12 1 12 III n 0 aw 0 0 5 OA 6 1 6 TOTN.IEWIREO MB TOTALSLPRIED ITS FPIEVT m4 -01110I1 IN 5 otos 5 1 u OA 16 1 is TOTALREWIREDI 1a TOTALSUPRIm m FPi14 26-211 2 111 5 Ooh 5 t 12 o8 15 1 15 m8-afie3 111 5 005 5 1 12 OB 15 1 15 TmT REQUIRED 28 TOTN.611PRIEo IN FPsw mo- b7(lm4RMn ammoUsm&NO) 1 710 1 5 0.06 10 9 w OA IN 1 tw m2-RerepOcn I 235 1 5 0.06 30 0 54 OA w 1 m 2m-xa 67 10 aw 0 0 5 OA 7 1 1 1 7 TOTAL REg11RE11 177 TOnLLBUPRIEG 2w IMPS -146 m8-Conkrem 911 5 &w m 16 m OA IED I 1 123 TOTAL REWIRED 123 TOTN.BUP um 160 FR141 2w-(5'ev ORce 1" 5 0.os 5 1 14 OA 17 1 1] 211 -Opo OMce 922 5 Iw 5 5 m OA 1W 1 tw TOTN. REWIRED 117 TOTALSIIPRIED 126 FP6142 213-0 4 in 5 to 5 1 12 01 15 1 15 214-01fice5 118 5 0.06 5 1 12 OA 15 1 15 215-0166 fl8 5 0.w 5 1 12 OA 15 1 15 TOTN.IEQUIRm 46 T[ITN.6UPFllm 60 F 1-m 216 -Bak Room IN 5 0.06 5 1 U OA 16 1 i6 TOTAL IO:WIRm 16 TorusuPwm m FPB -144 211 m0 5 0.06 5 2 m OA m 1 m TfITN.lEG111 ME m m FP6148 3w-LYnger OBire1 1% 5 0.w 5 1 14 OA 16 1 18 TOfN.IS9111RFD 19 T0TN.811PFl1m m FPB -146 m5-OBkm2 111 5 &w 5 1 12 OA 15 1 15 M-0IMa3 111 5 0.05 5 1 12 OA 15 1 15 TF0I1se4 fli 5 0.w 5 1 12 08 15 1 15 TOTN.ISp11Rm u TOTN.91PRlm 60 FPL147 9A-IAOtry6mumroalmmm3w630N 700 5 1 Ow 10 T T OB % 1 98 m2-RmpOn 214 5 Ow m 6 M OB T 1 T 3021-14611 w 0 Ow 1 0 0 5 OA 6 1 6 ala-1A0ae m0 5 aw 1 10 4 u 01 u 1 u TOTAL REQUIRED 2m TOTK 811RVm mp PPBt46 314-CPn0filn 1 734 5 Ow 5 4 64 OA BO 1 w 318 -Ha m 0 Ow 0 0 3 OB 4 1 4 TOTN. f69111RFD 84 TOTN.811PR1m 1p F14.145 315-Bnk Rnm 252 5 Ow 5 2 m N oA 3141� 318-8 W 0 am 0 0 4 0.8 5 fi 310 -CM 67 5 0.w 5 1 0 OB 11 11 TOTAL1 47 TOTN.50 FPL140 317-CMKerem m8 5 Qw m 11 fib OA BS 1 w Tip: m TOTN.BIPRIm 1w iPL14 I6-OAIn5 H1 5 aw 5 1 12 OB 15 1 15 309-OINe11 111 5 aw 5 1 12 OA 15 1 15 310-01116e7 1t1 5 am 5 1 12 OA 15 1 15 TOTAL REQUIRED u ToNALSIIPRIED Is FPB -142 311-LY1yIem ORa2 1% 5 O.w 5 1 17 OA 21 1 m TOE&REQUIRED m TOTALIMm Jm m RTU -1 iO�P�16UPP1m ,. WT410113981ENR DAMPIMU a BE8ETMACCdIMOMTE VE4T1LATON REQUIREMENT SUPPDEU TOTAL FROM TMIEABOVIV y�vpp•Pi tlL •Az RIP =OUTDOOR AIRFLOW RATE PER PERSON (CFM PERSON) Ra = C UTDOOR MRFLOE RATE REQUIRED PER UNIT MEA (CFW SOFT) Ai=ZONEFLOORAREA(pRM P[=ZONEFOPUUTIW:000UPNi16 Va1LFM)=&EATHIXG ZONE WTDOai NR FLON Vm=MLEz Ez=20NENRaSDIBUTION EFFECnVEiE66 Vn ICF1a1=ZONE IXRWat NR FLOW Vm=VOtl Ev Ev=srsTEMvwnunaN Emawcr Vd (CFM)=REQURm WIP'IORNRIMAIO=FLOW - aoDR NiFA aASEo w rt r acwPUBE AREA THIS SHEET SPECIFICATION SHALL GOVERN IN LIEU OF SEPARATE BOUND SPECIFICATIONS. UPON ISSU THE SHEET AND THE BOUND SPECIFICATION THEN THE MORE STRINGENT OF THE TWO SHALL PREVAIL. BETWEEN 6. AIRINIETSANDOUTLETS A. FURNISH AND INSTALL AIR INLETS AND OUTLETS AS SCHEDULED ON THE PLANS. B. OUTLETS SHALL HAVE A WHILE BAKED ENAMEL FINISH TO MATCH CEIUNG OR WALL BASIC REQUIREMENTS A. MECHANICAL DESIGN SHALL CONFORM TO 2018 INTERNATIONAL MECHANICAL CODE. PROJECT SHALL BE COORDINATED WITH THE EXISTING BUILDING SERVICES AND SHALL INCLUDE ALL ITEMS NECESSARY FOR COMPLETE AND FULLY OPERATIONAL TENANT MECHANICAL SYSTEMS. MAKE CONNECTIONS TO AND EXTEND SYSTEMS INSTALLED BY OTHERS ANDIOR FURNISHED BY OTHERS. PROVIDE ACCESSORIES AND INCIDENTAL ITEMS AS REQUIRED FOR A COMPLETE AND FULLY OPERATIONAL SYSTEM WHETHER OR NOT SPECIFICALLY SPECIFIED ANDIOR SHOWN ON THE PLANS. B. DO NOT SCALE FROM THESE DRAWINGS. REFER TO ARCHITECTURAL OR CNIL DRAWINGS BY OTHERS FOR DIMENSIONS AND FOR ESTIMATINGDISTANCES. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ALL RELEVANT DRAWINGS AND SPECIFICATIONS RELATING TO THE JOB WETHER OR NOT INDICATED ON THESE DRAWINGS. C. ANY SCALE, DIMENSION OR QUANTITIES SHOWN ON THE DRAWINGS ARE FOR ENGINEERING CALCULATION PURPOSES ONLY. THE MECHANICAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ESTIMATING AND DETERMINING ALL DISTANCES AND QUANTITIES REIIMDTOTHEPROJECT. REFER TO ARCHITECTURAL OR CIVIL DRAWINGS BY OTHERS AND VERIFY EXISTING CONDITIONS ON SITE FOR ALL ESTIMATING PURPOSES. D. COORDINATE WITH OTHER TRADES FOR A COORDINATED INSTALLATION WITHIN THE AVAILABLE SPACE. WHERE CROWDED CONDRTONS EXIST, PREPARE COORDINATION DRAWINGS SHOWING ALL TRADE CONFLICTS AND SUBMIT TO ARCHITECT FOR APPROVAL AND DIRECTION PRIOR TO ROUGH -IN ANDIOR INSTALLATION. RELOCATION OF OUTLETS ANBOR DEVICES MADE PRIOR TO ROUGH -IN SHALL BE DONE AT NO ADDITIONAL COST. E. ALL WORK SHALL BE PERFORMED BY PROPERLY LICENSED MECHANICS OR UNDER THEIR DIRECT SUPERVISION. ALL MATERIALS AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE APPLICABLE STANDARDS OF UL AND SHALL BEAR THE UL LABEL AS EVIDENCE THAT THE MATERIAL ANDIOR EQUIPMENT MEETS THIS REQUIREMENT. F. INSTALL ALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS AND DETAILS UNLESS OTHERWISE NOTED IN THESE PLANS. IF DISCREPANCIES EXIST CONTACT THE ENGINEER PRIOR TO ORDERING EQUIPMENT AND ROUGH -IN. G. ALL EQUIPMENT START UP AND TESTING SHALL BE PERFORMED BY THE EQUIPMENT MANUFACTURER TRAINED SERVICE TECHNICIAN. H. SUBMIT MANUFACTURER'S LITERATURE(SHOP DRAWINGS) FOR MATERIALS AND EQUIPMENT. SUBMITTALSIA&L INCLUDE EQUIPMENT SPECIFICATIONS PRIOR TO SUBMITTAL TO ARCHITECT ANDIOR HIS AGENCIES. ANY EQUIPMENT SUBSTITUTED FOR WHAT IS SCHEDULED SHALL BE EQUAL TO THAT SCHEDULED IN CONTROLS, ACCESSORIES, AND PERFORMANCE REGARDLESS OF MANUFACTURER. I. FIELD LABEL ALL MECHANICAL EQUIPMENT AND PIPING AS INDICATED ON THE PLANS PER MECHANICAL AND LOCAL CODE REQUIREMENTS. INDICATE DIRECTION OF FLOW ON PIPING. 2. BASIC MATERIALS A. PROVIDE MECHANICAL SYSTEM CONTROLS, CONTROLLERS, CONTROL TRANSFORMER, DISCONNECTS, STARTERS, CONTROL WIRING, ASSOCIATED CONTROL POWER WIRING, AND ALL WORK NECESSARY FORA COMPLETE AND OPERATIONAL MECHANICAL SYSTEM. B. PROVIDE SUPPLEMENTAL STEEL AND SUPPORTS AS REQUIRED FOR INSTALLATION OF MECHANICAL MATERIALS, EQUIPMENT, AND APPARATUS. C. PROVIDE VIBRATION ISOLATION ON ALL MECHANICAL EQUIPMENT. INSTALL FLEXIBLE DUCT CONNECTORS ON ALL AIR HANDLING UNIT D. ALL WORK IN FINISHED AREAS SHALL BE CONCEALED UNLESS SPECIFICALLY NOTED AS EXPOSED ON THE PLANS. PRIORTOTHE INSTALLATION OF ANY EXPOSED WORK THIS CONTRACTOR SHALLVERIFYAND OBTAIN ARCHITECTURAL. APPROVAL OF LOCATION AND EXTENT. E. UTILIZE AN INDEPENDENT BALANCER WITH NEBB ANDIOR AABC CERTIFICATION. MECHANICAL SYSTEM SHALL BE BALANCED TO 10% DISCREPANCY OF THE CFM INDICATED ON THE PLANS. IF THERE IS A AIR BALANCE DISCREPANCY GREATER THAN 10%, BALANCE CONTRACTOR SHALL CONTACT ENGINEER. PROVIDE MANUAL VOLUME DAMPERS ON DIRECT DRIVE UNITS AS REQUIRED TO MEET SPECIFIED AIR QUANTITIES. E CONFIRM ACTUAL VOLTAGES PHASE AND CHARACTERISTICS OF EXISTING EQUIPMENT AND APPARATUS FURNISHED BY TENANT OTHER TRADES ANDIOR DNISIONS. CONFIRM PRIOR TO ROUGH -IN. IF DISCREPANCIES ARE NOTED TO THE INSTRUCTIONS OF THESE PLANS AND SPECIFICATIONS SUBMIT THE NOTED DISCREPANCIES TO THE ARCHITECT FOR DIRECTION PRIOR TO PROCEEDING. G. PROVIDE DUCT SMOKE DETECTORS FOR AUTOMATIC EQUIPMENT SHUTOFF IN AIR -MOVING SYSTEMS THAT RETURN IN EXCESS OF 2000 CFM TO ENCLOSED SPACES WITHIN BUILDINGS PER MECHANICAL HAVING JURISDICTION. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE AIR HANDLING UNIT AUTOMATIC SHUT -DOWN WIRING AND DUCTISMOKE DETECTOR WIRING WHEN REQUIRED. DETECTORS SHALL BE COMPATIBLE WITH BUILDING FIRE ALARM SYSTEM.. H. THE CONTRACTOR SHALL LOCATE AND FURNISH FOR INSTALLATION BY OTHERS, ALL ACCESS PANELS AS REQUIRED FOR ACCESS TO VALVES, DAMPERS, MOTORS, ETC. AND THE PROPER SERVICING OF EQUIPMENT AND LINES INSTALLED UNDER THIS CONTRACT. AT TIME OF BID THE MC AND GC SHALL COORDINATE TO ENSURE THAT ALL ACCESS PANELS (INCLUDED FIRE ANGIER SMOKE RATED MODELS( ARE INCLUDED. 3. PIPING A. FIRE STOP ALL PIPING MATERIALS PASSING THROUGH FIRE RATED STRUCTURES OR FIRE RATED ASSEMBLIES IN ACCORDANCE WITH THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. USE CURRENTLY LISTED U.L. CLASSIFIED PRODUCTS, TESTED BY ASTM E814. USE FOR ALL APPLICABLE PIPE PENETRATIONS THROUGH FIRE RATED FLOORS, WALLS, OR FLOOR CEILING ASSEMBLIES IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. 4. DUCTWORK A. DUCTWORK SHALL BE GALVANRED SHEET METAL INSTALLED IN ACCORDANCE WITH SMACNA STANDARDS. INSTALL TURNING VANES IN ALL ELBOWS. ALL SPIN -IN F17INGSMD RUNOUTS TO ANY REGISTERS, RETURN, OR EXHAUSTTERMINAL SHALL BE PROVIDED WITH MANUALVOLUME DAMPERS, B. ALL DUCTWORK SHALL BE SEALED IN ACCORDANCE WITH SMACNA STANDARDS. THE DUCT PRESSURE CLASS SHALL BEA$NOTED ON MAY NOT EXCEED 10% OF DESIGN AIRFLOW AT DESIGN PRESSURE. FOR SMOKE CONTROL SYSTEMS THE DUCT MUST BE TESTED AT 1.5 TIMES ITS DESIGN PRESSURE AND LEAKAGE MAY NOT EXCEED 5% OF DEIGN AIRFLOW. EQUIPMENT FLEXIBLE DUCTAIORK CONNECTION NOT TO EXCEED 10 INCHES IN LENGTH WITH A MAX 25 FLAMFJO SMOKE INDEX FLEXIBLE DUCTWORK TO AIR DEVICES SHALL HAVE A MAXIMUM STRETCHED LENGTH OF 6 FEET. SUITABLE FOR RETURN AIR PLENUM. INSULATION A. ALL ROUND CONCEALED RIGID SUPPLY DUCTWORK SHALL BE EXTERNALLY WRAPPED WITH NOMINAL I-10 THICK (MINIMUM R-5.0)FIBER GLASS INSULATION WITH FIRE RETARDANT VAPOR BARRIER. B. OUTDOOR AIR INTAKE DUCTS SHALL BE EXTERNALLY WRAPPED WITH NOMINAL 1.10 THICK (MINIMUM R50) FIBER GLASS INSULATION WITH FIRE RETARDANT VAPOR BARRIER. C. WHEN LOCATED IN UNCONDITIONED SPACES ALL RECTANGULAR DUCTWORK SHALL BE LINED WITH 1' THICK 2 POUND DENSITY(MINIMM BE UNED WITH 112' THICK2 POUND DENSITY (MINIMUM RZ1) MAT - D. CONDENSATE DRAIN PIPING SHALL BE INNICH THICK INSULATION WITH AN &L -SERVICE JACKET. 7. EXHAUSTFANS A. FURNISH AND INSTALL CENTRIFUGAL EXHAUST FANS AS SCHEDULED ON THE PLANS. B. FURNISH AND INSTALL ROOF CURBS AND BACKDRAFT DAMPERS. C. FURNISH AND INSTALL UNITS COMPLETE WITH ALL OPERATIONAL AND SAFETY CONTROL NECESSARY FOR PROPER OPERATION. 8. ROOFTOP HVAC UNITS A. FURNISH AND INSTALL ROOF TOP PACKAGED ELECTRIC AIC UNITS WITH NATURAL GAS HEATING SECTIONS AS SCHEDULED ON THE PLANS. ACCEPTABLE MANUFACTURERS ARE TRANE, CARRIER, CARRIER, OR YORK ANY SUBSTITUTED MODELS MUST BE EQUAL IN CONTROLS ACCESSORIES AND PERFORMANCE TO SCHEDULED MODELS. B. FURNISH AND INSTALL UNITS COMPLETE WITH ALL OPERATIONAL AND SAFETY CONTROLS FOR SATISFACTORY OPERATION. PROVIDE PHASE REVERSAL PROTECTION ON ANY UNITS WITH SCROLL COMPRESSORS. C. FURNISH PROGRAMMABLE SPACE THERMOSTAT WITH NIGHT SETBACK OPERATION OR DIGITAL CONTROL SYSTEM FOR VAV APPLICATIONS AS APPLICABLE. MOUNT AT +42 -INCHES AFF. D. FURNISH ALL UNITS WITH I4 -INCH ROOF CURBS. 9. VARIABLE AIR VOLUME TERMINAL DEVICES A. FURNISH AND INSTALL PRESSURE INDEPENDENTVARIABLE VOLUME TERMINAL UNITS AS SCHEDULED ON THE PLANS. B. UNITS WITH ELECTRIC HEATING COILS SHALL BE OF ONE MANUFACTURER AND SHALL COMPLY WITH ELECTRIC 10. ELECTRICHEATINGUNRS A. FURNISH AND INSTALL ELECTRIC HEATING EQUIPMENT AS SCHEDULED AND INDICATED ON THE PLANS. B. ELECTRIC UNIT HEATERS SHALL BE FURNISHED COMPLETE WITH ALL MOUNTING HARDWARE AND ACCESSORIES INCLUDING SPACE THERMOSTAT ANDIOR SELF CONTAINED THERMOSTAT AS REQUIRED FOR OPERATION. C. PROVIDE WHITE COLOR FINISH UNLESS OTHERWISE INDICATED. C11412118FY:19188411MI0Yl5q E. MC SHALL REVIEW SURFACE VERSUS RECESS MOUNTING OPTIONS WITH GC PRIOR TO ORDERING EQUIPMENT. ASK FOR CLARIFICATION IF CONFLICTS PRISE DUE TO RATED WALLS, RATED CEILING, STRUCTURE, ETC. 11. NEW WET PIPE SPRINKLER SYSTEM A. DESIGN WET PIPE FIRE SPRINKLER SYSTEM. B. REQUIREMENTS: a. ALLWORK SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL CODES, ORDINANCES, REGULATIONS AND NFPA 13. b. PROJECT SHALL BE COORDINATED WITH OTHER TRADES AND SHALL INCLUDE ALL ITEMS NECESSARY FORA SPECIFICALLY SPECIFIED OR SHOWN. c. PROVIDE HYDRAULIC CALCULATIONS AS NECESSARY TO OBTAIN CITY APPROVAL d. INSTALL CONCEALED TYPE HEADS WITH WHITE COVER PLATES TO MATCH CEILING OR WALL. e. INSTALLATION SHALL BE COORDINATED WITH ALL OTHER TRADES. C FINAL LOCATION OF ALL SPRINKLER HEADS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL. 9 LOCATE SPRINKLER HEADS IN CENTER OF CEILING TILE AT REQUEST OF OWNER. CONTROL SYSTEM A. FURNISH AND INSTALL A COMPLETE SYSTEM OF ELECTRK:(ELECTRONIC CONTROL FOR THE SYSTEMS INSTALLED TO PROVIDE THE FOLLOWING SEQUENCES OF OPERATION. B. SYSTEMS SHALL BE INDEPENDENT AND STAND ALONE IN OPERATION AND SEQUENCE. SOME SYSTEMS$HALL BE INTEGRATED WITH BAS (BUILDING AUTOMATION SYSTEM)AS NOTED ON PLANS. C. SINGLE ZONE ROOFTOP UNITS a. UNIT SHALL BE STARTED AND STOPPED FROM PN INDEPENDENT PROGRAMMABLE THERMOSTAT ALL OPERATIONALAND SAFETY INTERLOCKS SHALL BE WIRED INCLUDING UNIT SHUTDOWN FROM DUCT SMOKE DETECTORS FURNISHED BYTHE MECHANICAL CONTRACTOR AND INSTALLED BY THE MECHANICAL CONTRACTOR IN ACCORDANCE WITH LOCAL CODE JURISDICTIONS. b. UNITS SHALL MAINTAIN LOCAL SPACE TEMPERATURE BY THE USE OF ELECTRIC REFRIGERATION, ECONOMIZER OPERATION AND NATURAL GAS HEATING SECTIONS. c. UNITS SHALL MAINTAIN MINIMAL OUTDOOR AIR SETTINGS WHENEVER THEY ARE OPERATIONAL d. PROVIDE NIGHT SET BACK OPERATION TO MAINTAIN A REDUCED NIGHT OPERATION CONDITION UTILIZING THE SPACE SENSOR WHENEVER THE SYSTEM IS IN AN UNOCCUPIED PROGRAM. D. ELECTRIC HEAT a. LOCAL ELECTRIC UNIT HEATERS SHALL BE CONTROLLED BY LOCAL SPACE THERMOSTATS WITH HEAT OFF: FAN AUTO AND CONTINUOUS SWITCHES OR SELF CONTAINED UNIT SPACE THERMOSTATS AS APPROPRIATE. E. EXHAUSTFANS a. TOILET AND JANITOR ROOM EXHAUST FANS SHALL BE INTERLOCKED WITH LIGHT SWITCH. I. TOILET EXHAUST FAN TO BE PROVIDED WITH ONIOFF SWITCH INDEPENDENT FROM LIGHT SWITCH. a ELECTRICAL ROOM AND ELEVATOR ROOM EXHAUST FANS SHALL BE CONTROLLED THROUGH LINE VOLTAGE THERMOSTAT. d. ROOFTOP EXHAUST FANS SHALL BE CONTROLLED THROUGH PROGRAMMABLE TIMECLOCK DURING OCCUPIED HOURS. e. EXHAUST FANS TO BE CONTROLLED AS INDICATED ON THE SCHEDULES. F. VARIABLE AIR VOLUME TERMINAL BOX a. PROVIDE ZONE THERMOSTAT AND NETWORK TO AHI CONTROLLER. PARALLEL FAN TERMINAL VAV BOX WITH ELECTRIC REHEAT SCHEDULE (D) DEMO (E) EXISTING (N) NEW REMARKS: 1) REFRIGERANT PIPING TO BE SIZED PER MANUFACTURERS RECOMMENDATIONS. LONG REFRIGERANT LINE CAPABILITY. 2) PROVIDE HAIL GUARD ON CONDENSING UNIT S FREEZE STAT AIRADMITTANCEVALVE AD REMARKS: (1) SELECTION BASED ON 5,280 FT ELEVATION (2) FAN TO BE SEPARATE FROM LIGHT SWITCH (3) READ ACCESSORIES: SPRING MOUNT ISOLATORS, WALL CAP, ECM MOTOR S BACKDRAFT DAMPER (4) DIRECT DRIVE CENTRIFUGAL DOWNBLAST ROOF EXHAUST FAN. PROVE WITH ROOF CURB AND VIBRATION ISOLATION. MODEL MANUFACTURER 0 REFRWERANT REMARKS: 1) FAN POWERED BOXES TO BE PRICE MODEL FEV UNIT SIZE 20,30 OR 40 WITH INLET SIZES SHOWN ON THE SCHEDULE. 2) PROVIDE 1' THICK, SLB DENSITY FIBERGLASS LINER PFT BOX WITH SOUND BOOT ON FAN INTAKE. 3) BOXES HAVE DUAL POINT POWER CONNECTION. AMB. AIR (F) WEIGHT (LBS) ELECTRICAL DATA VOLTAGE PHASEI MCA I MI REMARKS PLAN MARK MFR. MODEL S LOCATION SME CFM ESP (IN X211) PIAN MARK MANUFACTURER MODEL # INLET UNITSME INLETDIAMETER OUTLET DIAMETER MAX BOX CFM COOLING CFM DESIGN MINIMUM FAN CFM HEATING CFM REMARKS ELECTRIC HUT DATA GREENHECK G-09SVG FAN DATA DOWNBLAST 660 0.4 REMARKS FAN E.S.P WATTAGE VOLTAGE PHASE STAGES MOTOR HP VOLTAGE PHASE FLA FPBEU1 PRICE 12 m 1T 14'X12.5' 21m 1800 1200 600 18m 025 13,000 me 3 2 12 115 1 7.4 UX2X3) FPB -1-2 PRICE 8 20 8' 14'X12.5' wo WO ON 120 WO 025 5,000 209 1 2 113 115 1 3.9 (i X2X3) FPB -1-3 PRICE 6 m 6' 14'X12.5' 450 400 320 0 400 025 3,00 m0 1 2 113 115 1 3.9 (1X2X3) FPB -14 PRICE 8 0 8' 14'X12.5' 00 00 440 10 00 0.25 5,000 No 1 2 113 115 1 3.9 (1»2X3) FPB -1-5 PRICE 12 SO IT 14'X12.5' 130 130 50 740 1300 025 8,000 No 1 2 113 115 1 3.9 (1X2X3) FPB -14 PRICE 6 0 6' 14X12.5' 450 No 200 100 No 025 2,00 we 1 2 in 115 1 3.9 (1X2X3) MB -17 PRICE 6 20 6' 14'X125' 450 S00 10 140 300 025 2,000 208 1 2 In 115 1 3A (1X2X3) FPB44 PRICE 6 m fi' 14X125' 450 400 20 120 400 025 3,00 me 1 2 In 115 1 39 (1)(2)(3) FPB -1-9 PRICE 12 30 1T' 14'X12.5' 210 180 1440 30 100 0.25 14,00 No 3 2 12 115 1 7.4 (1X2X3) FPB -1-10 PRICE 10 m IT, 14'X125' 130 120 100 20 120 025 9,00 me 1 2 In 115 1 39 (1)(2)(3) FPB 1 -II PRICE 10 1 m 10" 14'X12.5' 130 1 120 100 2m 120 1 0.25 8,00 1 No 1 1 2 1 113 115 1 3.9 (1X2X3) FP97-12 PRICE 8 m S. 14'X12.5' 00 700 40 30 700 025 5,00 No 1 2 113 115 1 3.9 (1X2X3) FP6-1-13 PRICE 6 m 6' 14X12.5' 450 275 10 115 275 025 2,00 we 1 2 in 115 1 3.9 EX2X3) FPB 1-14 PRICE 6 m 6' 14'X125' 450 300 240 m S0 025 2,500 208 1 2 In 115 1 3A (1X2X3) PRICE 6 m 6' 14X12.5' 450 00 10 140 00 025 2,m0 we 1 2 in 115 1 3.9 EX2X3) PRICE 8 m 8' 14'X12.5' 00 m0 40 20 m0 025 4,500 208 1 2 113 115 1 3A (1X2X3) PRICE 14 40 14" MIXES, 300 24m 1920 480 24m 025 17,20 me 3 2 12 115 1 72 UX2X3) PRICE 12 m 1T' 14'X12.5' 130 100 720 ON 1200 0.25 Rmn 08 1 2 113 115 1 3.9 EX2X3) r PRICE 8 m 8'14'X12.5' 00 550 4m 150 550 025 4,m0 200 1 2 113 115 1 3.9 (iX2X3) PRICE 10 m 1O' 14'X12.5' 130 1m0 720 2m 1m0 0.: 7,00 208 1 2 113 115 1 3.9 EX2X3) PRICE 8 m 8'14'X12.5' 00 m0 4m 2m m0 025 4,m0 200 1 2 113 115 1 39 UX2X3) PRICE 6 SO 6' 14'X12.5' 450 300 2m im 300 0.25 2,00 208 1 2 113 115 1 3.9 1 2 3 FAN SCHEDULE (D) DEMO (E) EXISTING (N) NEW REMARKS: 1) REFRIGERANT PIPING TO BE SIZED PER MANUFACTURERS RECOMMENDATIONS. LONG REFRIGERANT LINE CAPABILITY. 2) PROVIDE HAIL GUARD ON CONDENSING UNIT S FREEZE STAT AIRADMITTANCEVALVE AD REMARKS: (1) SELECTION BASED ON 5,280 FT ELEVATION (2) FAN TO BE SEPARATE FROM LIGHT SWITCH (3) READ ACCESSORIES: SPRING MOUNT ISOLATORS, WALL CAP, ECM MOTOR S BACKDRAFT DAMPER (4) DIRECT DRIVE CENTRIFUGAL DOWNBLAST ROOF EXHAUST FAN. PROVE WITH ROOF CURB AND VIBRATION ISOLATION. MODEL MANUFACTURER 0 REFRWERANT SEER AMB. AIR (F) WEIGHT (LBS) ELECTRICAL DATA VOLTAGE PHASEI MCA I MI REMARKS PLAN MARK MFR. MODEL S LOCATION SME CFM ESP (IN X211) SDNE3 WEIGHT LBS FAN RPM ELECTRICAL DATA 1 90 1 81 1 208 1 1 1 8 VOLTAGE PHASE FAN HP WATTS REMARKS EF -1 GREENHECK G-09SVG ROOF DOWNBLAST 660 0.4 9.3 29 1,571 115 1 116 - (4) EF -2-1 GREENHECK SP -B90 JANITOR -104 CEILING 75 0.3 12 10 700 115 1 001 17 EX2X3) EF -22 GREENHECK SP -B90 I JANITMSTOMGE-201 CEILING TS 1 0.2 1.2 10 700 115 1 1 0.01 17 (1X2X3) EF - 2-S GREENFECKI SP4A0 I JANITORnTORAGE-301 CEILING 75 1 0.2 12 10 700 115 1 1 1 0.01 17 (1»2X3) CONDENSING UNIT SCHEDULE (D) DEMO (E) EXISTING (N) NEW REMARKS: 1) REFRIGERANT PIPING TO BE SIZED PER MANUFACTURERS RECOMMENDATIONS. LONG REFRIGERANT LINE CAPABILITY. 2) PROVIDE HAIL GUARD ON CONDENSING UNIT S FREEZE STAT AIRADMITTANCEVALVE AD PLAN MARK MODEL MANUFACTURER 0 REFRWERANT SEER AMB. AIR (F) WEIGHT (LBS) ELECTRICAL DATA VOLTAGE PHASEI MCA I MI REMARKS CU -1-1 MITSUBISHI MUZG1_I2NA R41M 1 23.1 1 90 1 81 1 208 1 1 1 9 1 15 1 (1X2) CU -1-2 I MITSUBISHI I MUZ-GL12NA I R410A 1 23.1 1 90 1 81 1 208 1 1 1 8 1 15 1 E 2) ABBREVIATIONS (D) DEMO (E) EXISTING (N) NEW AAV AIRADMITTANCEVALVE AD AREA DRAIN AFF ABOVE FINISH FLOOR AMU AIR HANDLING UNIT B BOILER BB BASEBOARD BE BOOSTER FAN BW BACKFLOW PREVENTER BE BATH TUB BV BALLVALVE CD CONDENSATEDRAIN CFM CUBIC FEET PER MINUTE CH CHILLER CS CUNICALSINK CU CONDENSING UNIT CV CHECK VALVE CUH CABINET UNIT HEATER DCW DOMESTIC COLD WATER DF DRINKING FOUNTAIN DHW DOMESTIC HOT WATER DSN DOWN SPOUT NOZZLE EVC EVAPORATIVE COOLER EC ELECTRICAL CONTRACTOR ECO END OF LINE CLEANOUT EDH ELECTRIC DUCT HEATER EF EXHAUST FAN ERU ENERGY RECOVERY UNIT ER EXISTING REMOVED ERR EXISTING REMOVED B RELOCATED EW EMERGENCY EYEWASH EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER F FURNACE FCO FLDOWGRADE CLEANOUT FCU FAN COIL UNIT FD FLOOR DRAIN FS FLOOR SINK G GAS GC GENERAL CONTRACTOR GM GAS METER GEN GALLONS PER HOUR GPM GALLONS PER MINUTE GR GAS REGULATOR GUN GAS UNIT HEATER GW GREASE WASTE OWN GASWATERHEATER HE HOSE BIB HP HEATPUMP HX HEATEXCHANGER IM ICE MAKER BOX LAV LAVATORY LS LAUNDRYSINK MAU MAKE-UP AIR UNIT MC MECHANICAL CONTRACTOR MF MEASURE FLOW NIC NOT IN CONTRACT NC NORMALLYCLOSED NO NORMALLYOPEN NTS NOT TO SCALE OA OUTSIDEAIR ORD OVER FLOW ROOF DRAIN P PUMP PC PLUMBING CONTRACTOR PFT PARALLEL FAN TERMINAL PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIG PRESSURE GAUGE RA RETURNAIR RAR RETURN AIR REGISTER RD ROOF DRAIN RE RELOCATE EXISTING RH RADIANT HEATER RTU ROOFTOPUNIT SA SUPPLY AIR BAR SUPPLY AIR REGISTER SF SUPPLY FAN SFT SERIES FAN TERMINAL SH SHOWER SK SINK $01 SANDIOIL INTERCEPTOR SS SERVICESINK TSP TEMPERATURE 8 PRESSURE TD TRENCH DRAIN TYP TYPICAL UR URINAL VAV VARIABENRVOLUME VVT VARITRAC WB WASHERBOX WC WATER CLOSETANATER COLUMN WCO WALL CLEANOUT COLUMN WH WALL HYDRANT FINISH TYPE 8 COLOR WITH ARCHITECT) ID PRIOR TO SUBMITTING FOR APPROVAL. CODES AND DESIGN CRITERIA MECHANICAL LEGEND WHEAT RIDGE, CO :HWS- CHILLED WATER SUPPLY �HWR M18 ECC CHILLED WATER RETURN -10F DS CONDENSER WATER SUPPLY SDR R -W CONDENSER WATER RETURN R-19 iH.1S HOTWATERSUPPLY 9. GLASS U -VALUE 'WR HOTWATERRETURN ® SUPPLYUP ® CEILING SUPPLY DIFFUSER I'VI'd SUPPLYDOWN CEILING RETURN AIR REGISTER ® RETURN UP ® ROUND CEILING DIFFUSER / RETURN DOWN 0 CEILING LINEAR SUPPLYIRETURN ® EXHAUST UP a SIDEWALL SUPPLYMETURN REGISTER Y EXHAUST ON MANUALVOLUMEDAMPER (}+H FLEXIBLE DUCT FIRE DAMPER 36m (1X2) F 0ACFM AIR DEVICE SMOKE DAMPER NECK TAG S TAG EQUIPMENTTAG *FS FIRE SMOKE DAMPER --- DEMO ROOF TOP UNIT $F- IF POINT OF 14.5 30W CONNECTION EUH-2-3 (3(POD) 1 POINT ® FURNACE 1 80 OFDISCONNECTION 145 OT THERMOSTAT CONDENSING UNLIT HO HUMIDASTAT 20V Z 1 PARALLEL FAN POWERED VAV BOX ^ (Dl�ELBOW UP Q C ELBOW DOWN VAVBOX TEE UP a TEE DOWN CODES AND DESIGN CRITERIA 1AURISDICTION WHEAT RIDGE, CO 2. MECHANICAL CODE m18 SIC 3. ENERGY CODE M18 ECC 4. WINTER DESIGN DB -10F 5. SUMMER DESIGN DBM1V8 95F162F 6. ROOF R -VALUE R -W 7. EXTERIOR WALL R -VALUE R-19 8. GLASS SHADING COEFFICIENT 0.34 9. GLASS U -VALUE 019 10. INDOOR HEATING SE70INT BBF 11. INDOOR COOLING SE70INT 72F 12. ELEVATION 5,459 FT 13. NUMBER OF FLOORS 3 14. BUILDING TOTAL AREA 1 12,000 SQFT 1 A I PRICE I I SR I MILL I 1 1 <35 1 1 1 NOTED I 1 (1) 1 ELECTRIC UNIT HEATER SCHEDULE MECHANICAL SHEET LIST SHEET SHEET NAME MO.1 MECHANICAL SPECIFICATIONS, LEGENDS S SCHEDULES M1.1 GROUND FLOOR PLAN - MECHANICAL M1.2 SECOND FLOOR PLAN - MECHANICAL M1.3 THIRD FLOOR PLAN - MECHANICAL M1.4 ROOF PLAN - MECHANICAL MIL MECHANICAL ALTERNATE BID PLAN M5.1 MECHANICAL DIAGRAM510F2 M5.2 MECHANICAL DIAGRAMS 2 OF M6.1 MECHANICALCOMCHECK 1 A I PRICE I I SR I MILL I 1 1 <35 1 1 1 NOTED I 1 (1) 1 ELECTRIC UNIT HEATER SCHEDULE N REMARKS: 1) PRICE MODEL SDVVAV BOX. SEE DETAILS SHEET FOR SEQUENCE OF OPERATION. ZW PLAN MARK IMNUFACTURER MODEL NO. REMARKS: (1) PROVIDE WITH REQUIRED MOUNTING ACCESSORIES. VERIFY MOUNTING HEIGHTS PRIOR TO FIELD INSTALLATION (2) UNITS TO BE PROVIDED WITH BUILT-IN FAN DELAY) AUTO THERM PROTECTION REMARKS: 1) INVERTER -DRIVEN COMPRESSOR 2) MULTIPLE FAN SPEED OPTIONS (QUIET, LOW, MEDIUM, HIGH, SUPER HIGH, AUTO) BOX APD IN. WC. NC INLETSME PLAN MARK MODEL MFR. NO. SME CONTROL ELECTRICAL DATA VAV-1-1 PRICE SOV 2600 VOLT PH FIA WATTS REMARKS EUH-14 BERKO MN824F RECESSED WALL INTEGRAL TSTAT 20V 1 22 1 ITS 300 (1X2) EUH-1-2 BERKO MC4824F RECESSED WALL INTEGRAL TWAT 208V 131m 1 17.3 36m (1X2) EUH-2-1 BERKO HUHA4320 HORIZONTAL HEATER REMOTE TWAT 200V MARK MANUFACTURER 1 14.5 30m (1)(2) EUH-2-2 BERKO HUHA0.320 HORIZONTAL HEATER REMOTE TWAT 208V RTU -1 TRANE 1 14.5 30W (1X2) EUH-2-3 BERKO HUHAA320 HORIZONTAL HEATER REMOTE TWAT 208V 1 80 1 145 300 (1X2) EUHM BERKO HIIHO190 HORIZONTAL HEATER REMOTE TWAT 20V Z 1 14.5 300 (1X2) VAV BOX SCHEDULE N REMARKS: 1) PRICE MODEL SDVVAV BOX. SEE DETAILS SHEET FOR SEQUENCE OF OPERATION. ZW PLAN MARK IMNUFACTURER MODEL NO. CFM RANGE REMARKS: 1) INVERTER -DRIVEN COMPRESSOR 2) MULTIPLE FAN SPEED OPTIONS (QUIET, LOW, MEDIUM, HIGH, SUPER HIGH, AUTO) BOX APD IN. WC. NC INLETSME OUTLET SME REMARKS MAX MIN VAV-1-1 PRICE SOV 2600 1 300 1 1.5 1 32 1T' 16'x15' (1) FAN COIL UNIT SCHEDULE N LL ZW O REMARKS: H O REMARKS: 1) INVERTER -DRIVEN COMPRESSOR 2) MULTIPLE FAN SPEED OPTIONS (QUIET, LOW, MEDIUM, HIGH, SUPER HIGH, AUTO) ° U (1) REFERS TO COOLING CAPACITIES BASED ON ME OADB, 8OF EMS, OF EAWB ® 5200 FT ELEV, AND 100F CONDENSING TEMPERATURE ED L U 2 (2) PROVIDE 30' PLENUM ROOF CURB UNDER RTU FOR SUPPLY AND RETURN AIR PLAN MODELp MARK MANUFACTURER NO. STYLE CFM(UX) COOLING BTU'S NOM. STUB HEATING BTU'S NOM. ON WEIGHT (USS) LOCATION VOLTAGE PHASE MCA MOCP REMARKS FCU -1-1 MITSUBISHI MSZ-1.12NA WALL -MOUNTED 1451398 13,600 1811N 1 22 DATA -117 I NOV I 1 1 1 1 15 1 (1X2) FCU -1.2 MITSUBISHI I MSZ-G1_12NA WALL-MOUNTED1 NET COOLING CAPACITY 131m I 22 I IT -316 I NOV 1 1 1 1 1 15 1 (1)(2) ROOFTOP UNIT SCHEDULE N LL ZW O REMARKS: H O U ° U (1) REFERS TO COOLING CAPACITIES BASED ON ME OADB, 8OF EMS, OF EAWB ® 5200 FT ELEV, AND 100F CONDENSING TEMPERATURE ED L U 2 (2) PROVIDE 30' PLENUM ROOF CURB UNDER RTU FOR SUPPLY AND RETURN AIR U W 0 E o 00 0 " 3 P�gpQyl E.BELTURIVE 0 U 1 LC Z Y U - Q � m U (d E%HAUST FAN )POWER EXHAUST) PROVDED WITH UNITAND IS INCLUSNE OF THE TOTAL ELECTRICAL LOAD OFTHE UNIT. Z N J U aya PLAN MODEL SUPPLY MIN OA SUPPLY FAN TOTAL S.P. GAS INGCAPACITY NET COOLING CAPACITY EER WEIGNT ELECTRICAL DATA NATIPROP INPUT MBX(SEA LEVEL) OUTPUT MOX (ALTITUDE) EAT IFl LAT (F) EFFICIENCY TOTALMBH SENSMBX EADB (FI EAWB (Fl LAOS (Fl LAWS (F) MARK MANUFACTURER N0. CFM CFM HP (IN. X20) REFRIGERANT RATING LBS VOLTAGE PHASE MCA MOPP REMARKS RTU -1 TRANE $FHL4D 17,000 2,000 25 4.3 NATURAL 673 MBH 447 MBH 70 107 80% 1 371 MBH 1 371 MBH 1 80 1 60 1 56 1 52 1 R41M 10.6 1 8,962 206 1 3 253 SIX 1 2 3 G I V E N & ASSOCIATES INC MEG NICK aELECI LENGIMERS 735 S. Xenon Ct. #201 Lakewood, Colorado 80228 Ph: 303.716.1270 Fax: 303.716.1272 www.givenandassociates.com Given Project # 20066 44q* W�/ N LL ZW O N H O U ° U ED L U 2 W K U W 0 E o 00 0 " 3 QQj LC Z Y U - Q � m U n' Z N J U aya a is Q VJ Z L_0 I- C/) ^ U LU L.L J UD LU LU 0. = U)U J Cn Qx - W UU) Z Q Z = W F- U LU cw a a a a a a Issue PERMIT PLOD REVIEW Project number amh049.1 Dale 2020.08.21 Sheet No. N Z ZW O Qa U M Q N Z aw -UO x UZ J L aZ..W U 0 z Z 00 NNO � oZiDZ y0>m Y Como LuJ W =) K I V mNv U U LC VJ Z L_0 I- C/) ^ U LU L.L J UD LU LU 0. = U)U J Cn Qx - W UU) Z Q Z = W F- U LU cw a a a a a a Issue PERMIT PLOD REVIEW Project number amh049.1 Dale 2020.08.21 Sheet No. '^ U) M M > 00 J L 0 00 � J Y O C5 y U LC y LC 2 U 0) N ca -aQi y N 00 L) CO TO I- O n IIn t Z d LL M Q a VJ Z L_0 I- C/) ^ U LU L.L J UD LU LU 0. = U)U J Cn Qx - W UU) Z Q Z = W F- U LU cw a a a a a a Issue PERMIT PLOD REVIEW Project number amh049.1 Dale 2020.08.21 Sheet No. IQ A A.1 -\- - - - - - - - B _ _— —_— —_— — — B.1 / B.5 - - -i --- i7 - - - - - - - - - - - -- A.8' 0 200 CFM 1: I OFF.5 OFF 4 01 125 111 04 OFF.6 02 ■ 114 A- 200 CF CF—M ]®I1f IIN uu, u, u „ 1 HALL 113 I;_LL'j Ii% USE M1.5 ALTERNATE BID PLAN STAIR IF 02 E-10"0 E-1 iD�J 2500FM 250 MI A4 O A4 O Ad"13 150 CFM 150 CFM 150C M O \\ OFF 3 \\ - OFF. \\LFF. 1 \\ i .I 16"x12• 12'e FPB -1 O `� g"a FS 03 _ 0201 O i FS _i i ta•a -e-24"X2a•� _ c-zcxza"� c-z4^#a'-� - O To 12'e FPB4 •c FS I - — - - - VAV-1- ------------- ----------- 11 D -IT � 11 1 250 0$ T 03 TPY. FOR 6 01 T m 1Te 16'e 18'efi 8'0 FPS FIRE RISER 103 WN 1TO 8A'0 150 (FMM 07 IIW 05 = t. J ® ,. 02 Q 1_00 _CFM1 T. _ ® _ MANI LOBBY II' z ' �� t.,.,.,., ^Q LL NN - O O O = €I1t�■IME �1 Z D �p of 1117:1 MOWN ■ O. _ uF� _� = — ore �_ ----- - .,.� 1 2 GROUND FLOOR PLAN - MECHANICAL 1/4" = 1'-0" � HALL _ � I 116 -I-1-C �II �Y�HINE B-6.0 6'e 1WFM E0 6e SAFE B 01 COPY / 123 9T7 1 A -10"O 250 CFM 9 _... 9.8 -10 11 I 1 A //- A.1 7 DRAWING NOTES: \- B.1 O 10X12'OPEN-ENDED RECIRCULATIONAIR BOOTWITH WIRE MESH SCREEN. PD IVX14' SUPPLY AIR DUCT UP TO 2ND FLOOR. 0 14'X12' SUPPLY AIR DUCT UP TO 2ND FLOOR. Ir B5 40 IVX12' RETURN AIR DUCT UP TO 2ND FLOOR. 5D RETURN AIR BOOT WITH WIRE WESH SCREEN. 6D 3.0 WATER HEATER FLUE UP TO ROOF LEVEL. OFFSET THRU FLOORS AS NEEDED. 0 O 6'0 JANITOR EXHAUST FAN DUCT UP TO ROOF LEVEL. OFFSET THRU FLOORS AS NEEDED. EUH-2 } C �I j I I I I I I I T I E I I 13 "0 ZMCFM MENS 9•a 106 08 6'a j i i O6 2 01 ]II�III■ A-10"0 300 CFM I EUH7 2 I I I 5 AIR 2] I I I I _- IL ---------�--1 i I I H 8.7 9.8 10 11 I�ftmGIVEN & ASSOCIATES INC IN MEa NFCu aELEcm _ExoveEas 735 S. Xenon Ct. #201 Lakewood, Colorado 80228 Ph: 303.716.1270 Fax: 303.716.1272 www.givenandassociates.com Given Project # 20066 L 44q* W L.L N I— O U ° w U W _ Of U W 0E16 0 o a" 3 QWtZ U n' Z aya N J a i i iD�O Q N Z QX O U �¢ N z aJ0 ZW U Z OU' a�QLL o°zn J N Z No N O z O Z N Z y0>m CUm Lu J W =)2 O mNVJU J (J'^ > M CD J o L o Do J YOc y o 2 y U U I) N ca a Qi y � N m6FOU R CO �O O LL L0 t Z M Q a Issue PERMIT PLAN REVIEW Prated number a@hOI Dae 2020.08.21 Sheet No. M101 J Z Q T. W z ^Q LL O O LL Z D �p of Issue PERMIT PLAN REVIEW Prated number a@hOI Dae 2020.08.21 Sheet No. M101 1 2 A A.1 \\_ - - - - - B L _ _ _ _ _ _ _ - F------ ---------------- __- I'I I II II------------- ------ ------ --_ ----------- ------------------ -— -------- --------------- I I I I I� I l i II I I I I!. it III II I �n I I I III I ROOF I DECK 5 ,' � 7 � 8.7 ( 9 J 9.8 10 11 A 1 O III1 IIIII 1 mo. 'i III - 13 � II���S71 !e ALElk 01 20x4 } L I / 12"m 1Y'm — ---------- F NCE \ -02 ROOM \ 208 \ V A-02'0 BOO CFM C-24'xV ll\ id'e FPS 11 12 12 \ C 21 4M4• -T I 02 FF.5 G.903 - A-10'0 A-10"0 - - - - - - - - - - - - 300 CFM FI - - - - - - - --_ - I I I I I I 1 2 3 SECOND FLOOR PLAN - MECHANICAL 1/4" = 1'-0" C -24'x24" 01 OFF. 16 16"0 JBAA. EUH-2 _ _ DRAWING NOTES: 3 \ 0 1 TX12' OPEN-ENDED RECIRCULATION AIR BOOT WITH WIRE MESH SCREEN. SANORE O 24'X18' SUPPLY MR DUCT UP TO 3RD FLOOR. 201 3 24'X18' RETURN AIR DUCT UP TO 3RD FLOOR. �m G RETURN AIR BOOT WITH WIRE WESH SCREEN, 1_.51 ELEVATOR EF -2 II[ 101 I - C :10,107 E-10.0 250250 f.FM II, 03 13 / 102 z C -24-x24' E-10"0 250 CFM USE M1.5 ALTERNATE BID PLAN D E 31 MEN 210 08B C M �FS FS F6'0 P D4 L 44q* W ry JJy1 f II N Il ILII 1 / I D 12'x8' I I MUM I: TYP. FOR 6 _ W W 14x6 –LOPIIN ivo—L III 1Tm 11 FP&1 16x51 Q id'e FPS 11 12 12 \ C 21 4M4• -T I 02 FF.5 G.903 - A-10'0 A-10"0 - - - - - - - - - - - - 300 CFM FI - - - - - - - --_ - I I I I I I 1 2 3 SECOND FLOOR PLAN - MECHANICAL 1/4" = 1'-0" C -24'x24" 01 OFF. 16 16"0 JBAA. EUH-2 _ _ DRAWING NOTES: 3 \ 0 1 TX12' OPEN-ENDED RECIRCULATION AIR BOOT WITH WIRE MESH SCREEN. SANORE O 24'X18' SUPPLY MR DUCT UP TO 3RD FLOOR. 201 3 24'X18' RETURN AIR DUCT UP TO 3RD FLOOR. �m G RETURN AIR BOOT WITH WIRE WESH SCREEN, 1_.51 ELEVATOR EF -2 II[ 101 I - C :10,107 E-10.0 250250 f.FM II, 03 13 / 102 z C -24-x24' E-10"0 250 CFM USE M1.5 ALTERNATE BID PLAN D E 31 MEN 210 08B C M �FS FS F6'0 P D4 If II 1 -- ----I I 8.7 9 I 9.8 10 11 GIVE N & ASSOCIATES INC ft MEa Wry sELEcm LENGMEas 735 S. Xenon Ct. #201 Lakewood, Colorado 80228 Ph: 303.716.1270 Fax: 303.716.1272 w .givenandassociates.com Given Project # 20066 L 44q* W ry f II N Il ILII II U II LJJ ILII I: If II 1 -- ----I I 8.7 9 I 9.8 10 11 GIVE N & ASSOCIATES INC ft MEa Wry sELEcm LENGMEas 735 S. Xenon Ct. #201 Lakewood, Colorado 80228 Ph: 303.716.1270 Fax: 303.716.1272 w .givenandassociates.com Given Project # 20066 O O Issue PERMIT PLAN REVIEW ProsO number amh049.1 oak 2020.08.21 Sheet No. M1 ■2 L 44q* W ry N I— O U ° LJJ UJ U _ W W U W 00 E o oZUO W 0 " 3 QWtZ Q = a�o U n' � N Z y N J m aya W V > 2 O Q Upc~im0 O O Issue PERMIT PLAN REVIEW ProsO number amh049.1 oak 2020.08.21 Sheet No. M1 ■2 J N Z O Z 'M X �¢ N z Lu oZUO W z Q J OOZ] J�Z0 a_ "N00 NO Q Z o243 y0>m O Upc~im0 Lu J W =)2 0 M000 ? O U) M C5 � (JJ� J o 00 J D v O Y D y o T. y U L0 U T7 �mmmN caMIDCY) y N O U M OO CD d LL Liz_ M Q a O O Issue PERMIT PLAN REVIEW ProsO number amh049.1 oak 2020.08.21 Sheet No. M1 ■2 J z Lu z Q J a_ O O L.L_ 0 Z ? O 1U1 � ,W,^^ VJ O O Issue PERMIT PLAN REVIEW ProsO number amh049.1 oak 2020.08.21 Sheet No. M1 ■2 A.1 7 B.5 --------f- ii I i E---4-T------ i NORTH 0 THIRD FLOOR PLAN - MECHANICAL 1/411 = 11.011 q4) 6 7 8 8.7 9 9.8 10 11 i i i I i i i i 3 I GENERAL NOTES: 1. GENERAL NOTES 2. GENERAL NOTES DRAWING NOTES: 0 8'0 TOILET EXHAUST UP THRU ROOF. TERMINATE WITH APPROVED ROOF CAP. O12"X12' OPEN-ENDED RECIRCULATION AIR BOOT WITH WIRE MESH SCREEN. O32"X22' SUPPLY AIR DUCT UP TO ROOF LEVEL O4 28"%22' SUPPLY AIR DUCT UP TO ROOF LEVEL O 38"X22' RETURN AIR DUCT UP TO ROOF LEVEL, ORETURN AIR BOOT WITH WIRE WESH SCREEN. FGIVEN & ASSOCIATES INC MEa Wry sELEcm LENGMEas 735 S. Xenon Ct. #201 Lakewood, Colorado 80228 Ph: 303.716.1270 Fax: 303.716.1272 www.givenandassociates.com Given Project # 20066 O Z I� Lu ry U U) J J 0O p 0 H a 0 L q 49:: W ry N I— O W U ° ui_ UJ U 2 W UJ U W 22 I= UO " 3 Q — ui m z U - aim U n' Z N J t aya W V > 0 Q J O Z I� Lu ry U U) J J 0O p 0 H a 0 J Z Q 2 U W Z J d ry 0 0 J LL d 0 F- m o � Z Q Q Q Q Q Q m 0 m U / W 6g ONAI —/25/2% Issue PERMIT PLAN REVIEW Praiea number amhO49.7 oak 2020.08.21 Sheet No Ml m3 E o 0 " 3 Q —Wte Z U � n' � N N Z (nNJ QLu 44q* II ) T ( T Tt 10 11 l i A --- _ __ -_ - F _—_�_ - WIN NTE B 1 / - 8 \ 1O 8.0 TOILET EXHAUSTTERMINATION THRU ROOF. REFER TO SHED M5.2 FOR I 8.1 TERMINATION DETAIL. MAINTAIN A MINIMUM DISTANCE OF 1 V-0' FROM INTAKE OF RI / Roof Access j O 24 HIGH ROOF CURB PLENUM TO BE PROVIDED FOR SUPPLY AND RETURN AIR TO RTU -1. REFER TO MANUFACTURERS DETAILS AND INSTALLATION INSTRUCTIONS. i B.5 - - - - - - - - - - - - - - - - -'', - - - - - - - - - - 111 - B.5 ORETURN AIR MAINS UP FROM FLOOR BELOW TO CONNECT INTO PLENUM PROVIDED �- -�-I- -�- ' - -- 7 -� UNDER RTU. ❑ 0 O SUPPLY AIR MAINS UP FROM FLOOR BELOW TO CONNECT IMO PLENUM PROVIDED ® I UNDER RTU. lee 08-0 EXHUAST FAN EXHAUST DUCT UP THRU ROOF TO TERMINAT WITH APPROVED VENT CAP OROOFTOP UNIT OUTSIDE AIR INTAKE. EXHAUST OPENINGS MUST BEA MINIMUM 1V-0' /� ❑ I AWAY FROM THIS OPENING. / „ \ _ __ _ _ _ _ _ _ _ ___ _ _ _ _ _ --_-----------------------__ _ _ -- , -_ __ _� C OROOFTOP UNR EXHAUSTDISCHARGE. \�"// 8 3.0 WATER HEATER FLUE TO TERMINATE WITH APPROVED VENT CAP. MAINTAIN MINIMUM OF 10'-V FROM MECHANCAIL OUTSIDE AIR INTAKE. II I I I I I I I I I jI j j ❑ I I j jl l ------------- ---------- - ---------------- --- - -- ■ �■, - ❑ L -------------- _� - - - - - - __ - -------------- --- - I I� j ----------------------------- --------------------------------- I I Ij I 1 ; 1 44 I I ❑❑❑❑❑❑❑❑ ❑❑X': I I , j I I I I I■I __________F________________________ _______________________________________ ; i I I I ® EF -1 I - ---------------------- mm 1 8 CO g l I I I I j I I i I i -i j 001 C/ � I I I I , I I I I® ell ❑❑ - -------- L -L- - - H_ — _ — _ — _ — _ — _ — - _ _ - — _ — _ — _ — _ _ _ _ _ _ _ _ — _ ❑ _ — �k— �- - - -- - — - — - — - — - — - — - — - — - — - — - - - - - - - - — — - - — - — - — - — — - — - — - I�I I I I I 62J 3� 8 9.8 10 11 Fm,N &ASSOCIATES INC IAEa NICu&ELEcm LExoveEas NORTH ROOF PLAN - MECHANICAL 735 S.Xenon 6.1270 201 Lakewood, Colorado 80228 Ph: 303.716.1270 TJ 1/411 = 11-011 Fax: 303.716.1272 www.givenandassociates.com Given Project # 20066 RTU O L Nw L.L N I— O W U ° w U W U W 2 0 y Issue PERMIT PLAID REVIEW PrWed number arcFA19.7 DI 2020.08.21 Sheet No. M1 04 44q* II ) T ( T Tt 10 11 l i A --- _ __ -_ - F _—_�_ - WIN NTE B 1 / - 8 \ 1O 8.0 TOILET EXHAUSTTERMINATION THRU ROOF. REFER TO SHED M5.2 FOR I 8.1 TERMINATION DETAIL. MAINTAIN A MINIMUM DISTANCE OF 1 V-0' FROM INTAKE OF RI / Roof Access j O 24 HIGH ROOF CURB PLENUM TO BE PROVIDED FOR SUPPLY AND RETURN AIR TO RTU -1. REFER TO MANUFACTURERS DETAILS AND INSTALLATION INSTRUCTIONS. i B.5 - - - - - - - - - - - - - - - - -'', - - - - - - - - - - 111 - B.5 ORETURN AIR MAINS UP FROM FLOOR BELOW TO CONNECT INTO PLENUM PROVIDED �- -�-I- -�- ' - -- 7 -� UNDER RTU. ❑ 0 O SUPPLY AIR MAINS UP FROM FLOOR BELOW TO CONNECT IMO PLENUM PROVIDED ® I UNDER RTU. lee 08-0 EXHUAST FAN EXHAUST DUCT UP THRU ROOF TO TERMINAT WITH APPROVED VENT CAP OROOFTOP UNIT OUTSIDE AIR INTAKE. EXHAUST OPENINGS MUST BEA MINIMUM 1V-0' /� ❑ I AWAY FROM THIS OPENING. / „ \ _ __ _ _ _ _ _ _ _ ___ _ _ _ _ _ --_-----------------------__ _ _ -- , -_ __ _� C OROOFTOP UNR EXHAUSTDISCHARGE. \�"// 8 3.0 WATER HEATER FLUE TO TERMINATE WITH APPROVED VENT CAP. MAINTAIN MINIMUM OF 10'-V FROM MECHANCAIL OUTSIDE AIR INTAKE. II I I I I I I I I I jI j j ❑ I I j jl l ------------- ---------- - ---------------- --- - -- ■ �■, - ❑ L -------------- _� - - - - - - __ - -------------- --- - I I� j ----------------------------- --------------------------------- I I Ij I 1 ; 1 44 I I ❑❑❑❑❑❑❑❑ ❑❑X': I I , j I I I I I■I __________F________________________ _______________________________________ ; i I I I ® EF -1 I - ---------------------- mm 1 8 CO g l I I I I j I I i I i -i j 001 C/ � I I I I , I I I I® ell ❑❑ - -------- L -L- - - H_ — _ — _ — _ — _ — _ — - _ _ - — _ — _ — _ — _ _ _ _ _ _ _ _ — _ ❑ _ — �k— �- - - -- - — - — - — - — - — - — - — - — - — - — - - - - - - - - — — - - — - — - — - — — - — - — - I�I I I I I 62J 3� 8 9.8 10 11 Fm,N &ASSOCIATES INC IAEa NICu&ELEcm LExoveEas NORTH ROOF PLAN - MECHANICAL 735 S.Xenon 6.1270 201 Lakewood, Colorado 80228 Ph: 303.716.1270 TJ 1/411 = 11-011 Fax: 303.716.1272 www.givenandassociates.com Given Project # 20066 RTU O L Nw L.L N I— O W U ° w U W U W 2 0 y Issue PERMIT PLAID REVIEW PrWed number arcFA19.7 DI 2020.08.21 Sheet No. M1 04 0 y Issue PERMIT PLAID REVIEW PrWed number arcFA19.7 DI 2020.08.21 Sheet No. M1 04 9.8 10 11 A A.1 - -T-� B B.1 FIRE RISER FI -031 MOT' B.5 n I I ELEVATOR JANRO 02 I i I i I i I i I i I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C 00, 1 ; o 06 A M 250 C"0 .___.10'a___ 10"e A-10'01 250 CFM 250 CFM LOBBY 01 03 mo 050' A 10.0 A-IWO lWo 10'e A-,01 250CFM O 50 CFM 1 O 250CFM Ivo Is AIR DEVICE SCHEDULE -� REMARKS: --_—_ _ _ _ (1) PROVIDE UNIVERSAL PLENUM (MODEL# UPL)WITH REMOTE DAMPER SIZED PER MANUFACTURER'S GUIDELINES, BALANCING DAMPERS, DUCT COLLAR,& GYP MOUNTING FRAME. i---- - (2) VERIFY FINISH TYPE & COLOR WITH ARCHITECT/ ID PRIOR TO SUBMITTING FOR APPROVAL. WT MFR MODEL MATERIAL FINISH FACEPATT DAMPER NCMAZ NOSLOTS SIZE INLET SLOTINCKES REMARKS FPB4-1 NORTH (T) GROUND FLOOR LOBBY - MECHANICAL DRAWING NOTES: O, CABLE DAMPER TO BE PROVIDED AT FACE OF LINEAR DIFFUSER. 8.7 \ / 9.8 10 11 mp THIRD FLOOR LOBBY - MECHANICAL 1/4" = 1141 T TT 8.7 n 9.8 10 11 A NORTH� �,� SECOND FLOOR LOBBY - MECHANIAL 1/4 —1 0 I�GIVEN &ASSOCIATES INC IN MEa WN &eLEcm LENGMEe 735 S. Xenon Ct. #201 Lakewood, Colorado 80228 Ph: 303.716.1270 Fax: 303.716.1272 www.givenandassociates.com Given Project # 20066 L 49:: q w N o U ° uJ_ UJ U W 2 Of U W UJ 0� 00 o 0 " 3 Q — WtZ Q mo U n' � N N Z of) t 7 Q a z zw Oai N Z U oZO W 00 3: Q LL OOZGO ] c) Z NO OZ41Z y0>m Upc~im0 LuJ W � K 0. ro0000 U) M (JJ� C5 J o D 00 v J Y0CD U u 4 U 01 N R '8 IT y N 00 L) r O d LL Lo t Z_ M Q a T T T Q T T T T T T — — — ------------t —t m _ — ----- ////////��//// ----�— (STORAGE/ JANITORS 5D1 _---_— I 01 % L I T IICC p I _ I i a i I I - I —T _--F --- — -- I � I I I ---_—_—_ - NZ L.L - - _— J - -- STAI ,O ' Q z Q ='. _ F U LU o � ELEVATOR RECEP ION � I � -- – .— - F)B-1-17 II 07 300 CF A-10.0 WU CFM O o8 (p 70e f0"a I ---- F7F / mp THIRD FLOOR LOBBY - MECHANICAL 1/4" = 1141 T TT 8.7 n 9.8 10 11 A NORTH� �,� SECOND FLOOR LOBBY - MECHANIAL 1/4 —1 0 I�GIVEN &ASSOCIATES INC IN MEa WN &eLEcm LENGMEe 735 S. Xenon Ct. #201 Lakewood, Colorado 80228 Ph: 303.716.1270 Fax: 303.716.1272 www.givenandassociates.com Given Project # 20066 L 49:: q w N o U ° uJ_ UJ U W 2 Of U W UJ 0� 00 o 0 " 3 Q — WtZ Q mo U n' � N N Z of) t 7 Q a z zw Oai N Z U oZO W 00 3: Q LL OOZGO ] c) Z NO OZ41Z y0>m Upc~im0 LuJ W � K 0. ro0000 U) M (JJ� C5 J o D 00 v J Y0CD U u 4 U 01 N R '8 IT y N 00 L) r O d LL Lo t Z_ M Q a Z a a a a a a 111111 d \ W / 6g ONAI x/25/2% Issue PERMIT PLAN REVIEW Praiea number amN049.1 oak 2020.08.21 Sheet No. Ml m5 Z Q D_ 0 m LU NZ L.L LU J Q J Q z Q ='. _ F U LU o � Z a a a a a a 111111 d \ W / 6g ONAI x/25/2% Issue PERMIT PLAN REVIEW Praiea number amN049.1 oak 2020.08.21 Sheet No. Ml m5 RETURN AI ECONOMIZEROR 10414:1 F I L SPACE TSTAT COOLING COIL MODULATING CHILLED WATER OR UP TO 6 STAGE DX PACKAGED UNIT ENCLOSURE VER HEATING COIL MODULATING HOT WATER, T I STAGED GAS FIRED, OR MODULATING GAS FIRED. VAV TERMINAL CONTROL DIAGRAM N.T.S. SUPPLY AIR FROM RTU/AHU RETURN AIR FROM ROOM/ZONE OR PLENUM ZONESENSOR SENSOR SHALL HAVE LOCALLY ADJUSTABLE CONTROL. SYSTEM SHALL HAVE THE ABILITY TO LOCKOUT LOCAL CONTROL OR SET MIN -MAX RANGES. AIR FLOW SENSOR LINE VOLTAGE POWER TO EACH BOX BY EC MODULATING AIR VALVE PARALLEL FAN PARALLEL FAN BOX WITH ELEC HEAT SEQUENCE 1211=11.0" SEQUENCES PACKAGED VAV CONTROLS: EACH SYSTEM SHALL HAVE AN LCD TOUCHSCREEN INTERFACE THAT CAN REPORT OPERATION STATUS AND POINTS ON ALL ATTACHED RTUTAHU'S AND ASSOCIATED BOXES. TIME OF DAY SCHEDULING, SETPOINT OVERRIDES, LOCKOUTS, ETC SHALL ALL BE ACCESSIBLE. IF THERE ME MULTIPLE SYSTEMS THEN THE BUILDING SHALL ALSO HAVE A MAIN SYSTEM INTERFACE TOUCHSCREEN PANEL TO COMMUNICATE WITH ALL SYSTEMS IN THE BUILDING. THE CONTROLS SHALL HAVE A MODEM OR WEB INTERFACE FOR REMOTE MONITORING AND CONTROL. PROVIDE 4 HOURS OF OPERATOR TRAINING INCLUDING UP TO TWO SITE VISITS. BUILDING AUTOMATION SYSTEM (BAS) CONTROLS: CONTROLS CONTRACTOR TO PROVIDE ADDITIVE ALTERNATE TO PROVIDE A FULL DDC AND CUSTOM PROGRAMMABLE BAS. THE SYSTEM SHALL BE CAPABLE OF A WEB INTERFACE WITH ALL DDC CONTROL UNITS FOR THE PURPOSE OF SETTING, COMMANDING PARAMETERS, DISPLAYING ALL INFORMATION AVAILABLE TO CONTROL UNITS, ANNUNCIATING ALARMS AND CHECKING OUT THE SYSTEM. CONTROLS SHALL INCLUDE DESIGN AND CREATION OF POINT AND CLICK GRAPHIS DEPICTING FLOOR PLANS AND EQUIPMENT WITH COLOR CODED FLOW DIAGRAMS. PROVIDE A UIPTOP OR PC WITH THE LATEST CONTROLS SOFTWARE INSTALLED FOR DIRECT INTERFACE TO THE BAS. PROVIDE 12 HOURS OF OPERATOR TRAINING MINIMUM WITH UP TO THREE VISITS TO THE SITE. THE SYSTEM SHALL BE COMPLETE IN OPERATION AND ACCESSORIES TO PROVIDE FULL USER ACCESS TO ALL EQUIPMENT AND SYSTEMS DESCRIBED HERE AND ON THE PLANS. COMPONENTS OTHER THAN THE VAV SYSTEM MAY ALSO BE INCLUDED. GENERALREQUIREMENTS CONTROLS CONTRACTOR TO PROVIDE ALL NECESSARY INTERLOCKS FOR FIRE SYSTEMS, CONTROL VALVES, CONTROL DAMPERS, ACTUATORS, VFD'S, ETC. CONTROLS CONTRACTOR TO TO COORDINATE WITH EC TO PROVIDE ANY NECESSARY POWER FOR CONTROLLERS AND TRANSFORMERS. CONTROLS CONTRACTOR TO COORDINATE ACCESS PANELS WITH GC. COORDINATE ALL NEEDED INSTALLATION ITEMS MENTIONED ABOVE OR OTHERS AT TIME OF BID WITH APPROPRIATE SUBCONTRACTORS. OPERATOR INTERFACE UNOCCUPIED MODE: WHEN UNOCCIPIED THE UNIT SHALL SHUT DOWN AND THE OUTSIDE DAMPERS SHALL CLOSE. IF AN UNOCCUPIED CALL FOR HEATING OR COOLING IS RECEIVED THEN THE UNIT SHALL RUN AS IN THE OCCUPIED MODE FOR COOLING OR WARM-UP MODE FOR HEATING UNTIL THE UNOCCUPIED SETPOINTS PRE SATISFIED - THE OUTSIDE AIR DAMPERS SHALL REMAIN CLOSED UNLESS THE ECONOMIZER IS ACTIVE. WARM-UP SEQUENCE: A WARM-UP SEQUNCE SHALL BE ENABLED WHEN THE UNIT SWTCHES FROM UNOCCUPIED TO OCCUPIED. DURING THIS SEQUENCE THE SYSTEM WILL SWITCH TO HEATING FROM THE RTUTAHU, OUTSIDE AIR DAMPERS WILL CLOSE, AND LOCAL HEAT SOURCES SHALL BE DISABLED. THE SWITCH FROM WARM-UP TO NORMAL OCCUPIED SHALL OCCUR EITHER ON A CRITICAL ZONE REACHING HEATING SETPOINT OR THE MAIN RETURN REACHING WARM-UP SETPOINT - THE SYSTEM SHALL BE CAPABLE OF EITHER OPTION. IF EQUIPPED WITH MODULATING HEAT THEN THE SYSTEM SHALL HAVE AVAV WARM-UP CYCLE WHERE THE SYSTEM SHALL SHALL WARM-UP UNTIL ALLZONES REACH THEIR HEATING SETPOINT BEFORE SWITCHING TO OCCUPIED COOLING. HEATING STAGES ANDIOR MODULATION SHALL CYCLE TO MAINTAIN A DISCHARGE HEATING SETPOINT THAT CAN BE USER ADJUSTABLE. [4HN1191g9LPP19 WHEN THE UNIT IS OCCUPIED, THE SUPPLY FAN WILL RUN CONTINUOUSLY. THE UNIT SHALL OPERATE TO MAINTAIN AN OCCUPIED COOLING DISCHARGE AIR TEMPERATURE SETPOINT. IF EQUIPPED WITH A FULL BAS THE SYSTEM SHALL HAVE THE ABILITY TO RESET THE DISCHARGE AIR SETPOINT BASED ON OUTSIDE TEMPERATURES. IF EQUIPPED WITH A RETURN FAN THE RETURN FAN SHALL MODULATE IN CONJUNCTION WITH THE SUPPLY FAN. THE RETURN FAN SHALL LAG THE SUPPLY FAN BY PERCENTAGE DIFFERENTIAL. SUPPLY FAN CONTROL: THE SUPPLY FAN SHALL HAVE VIED CONTROL. THE FAN SHALL BE CONTROLLED TO MAINTAIN A POSITIVE PRESSURE IN THE DUCTWORK (APPROXIMATELY 213 DOWN LONGEST RUN) SUITABLE FOR PROPER OPERATION AND BALANCING OF VAV BOXES AND GRDS. DISCHARGE AIR CONTROL IF THE DISCHARGE AIR TEMPERATURE RISES MOVE THE DISCHARGE AIR COOLING SETPOINT, THE ECONOMIZER MODULE WILL BE ENABLED. IF OUTSIDE AIR CONDITIONS ARE SUITABLE, THE MOLD AIR DAMPERS WILL MODULATE TO MAINTAIN SETPOINT. IF OUTSIDE AIR CONDITIONS ARE NOT SUITABLE, THE FIRST STAGE OF COOLING WILL BE ENERGIZED. IF EQUIPPED WITH DIFFERENTIAL ENTHALPY ECONOMIZER CONTROLS THEN THE UNIT WILL USE OUTSIDE AIR RATHER THAN RETURN AIR IN CONJUNCTION WITH MECHANICAL COOLING. A FURTHER RISE IN DISCHARGE AIR TEMPERATURE WILL BRING ON ADDITIONAL COOLING STAGES IF EQUIPPED. COOLING STAGES WILL OPERATE WITH MINIMUM OFF AND ON TIMES. AS THE DISCHARGE AIR TEMPERATURE FALLS BELOW THE DISCHARGE AIR COOLING SETPOINT, STAGES OF COOLING WILL DE ENERGIZE IN REVERSE ORDER. IF THE DISCHARGE AIR TEMPERATURE DROPS BELOW THE DISCHARGE AIR HEATING SETPOINT THE FIRST STAGE OF HEATING WILL BE ENERGIZED. A FURTHER DROP IN DISCHARGE AIR TEMPERATURE WILL BRING ON ADDITIONAL HEATING STAGES, IF EQUIPPED. HEATING STAGES WILL OPERATE WITH MINIMUM OFF AND ON TIMES. AS THE DISCHARGE AIR TEMPERATURE RISES ABOVE THE DISCHARGE AIR HEATING SETPOINT, STAGES OF HEATING WILL DE -ENERGIZE IN REVERSE ORDER, IF EQUIPPED WITH MODULATING HEAT THEN THE UNIT SHALL MODULATE HEAT OUTPUT TO MAINTAIN THE DISCHARGE AIR SETPOINT. OUTSIDEAIRCONTROL: THE OUTSIDE AIR DAMPER SHALL HAVE A MINIMUM POSITION SET BY BALANCER TO ACHIEVE MINIMUM OUTSIDE AIR SETTING AS NOTED IN SCHEDULES. IF EQUIPPED WITH CO2 SENSORIS) THE OUTSIDE AIR DAMPER SHALL MODULATE TO MAINTAIN THE MINIMUM CO2 LEVELS (1,000 PPM ADJ) IN THE SPACE. A MINIMUM SETTING OF 10% (ADJ) ON THE OUTSIDEAIR DAMPER SHALL BE MAINTAINED TO KEEP THE SPACE PRESSURIZED. IF EQUIPPED WITH OUTSIDE AIR MONITORING STATION THEN THE OUTSIDE AIR DAMPERS SHALL MODULATE TO MAINTIAN THE MINIMUM OUTSIDE AIR CFM AS INDICATED IN THE SCHEDULES. THE MIXED AIR TEMPERATURE AND DISCHARGE AIR TEMPERATURE SHALL BE MONITORED. OVERRIDE THE OUTSIDE AIR DAMPERS IF THE MIXED AIR FALLS BELOW 35F (AAI) OR DISCHARGE AIR EXCEEDS 6OF (ADJ). ALARM THE BAS IF EITHER OCCURS. PRESSURE CONTROL: IF EQUIPPED WITH BAROMETRIC RELIEF THE RELEIF DAMPER SHALL OPEN TO RELEIVE AIR FROM THE BUILDING. THE DAMPER SHALL BE ADJUSTABLE FROM 0.00" TO 0.10" STATIC PRESSURE. BALANCER TO SET RELIEF DEPENDING ON RETURN DUCTS TO MAINTAIN 0.05-0.10' POSITIVE IN THE SPACE. IF EQUIPPED WITH STANDARD SINGLE STAGE POWER EXHAUSTERS THE FANS SHALL ENERGIZE BASED ON THE ECONOMIZER POSITION. WHEN THE ECONOMIZER (OR OUTSIDE AIR) DAMPER EXCEEDS W% OPEN (ADJ) THE EXHAUST FANS SHALL ENERGIZE. BOX DISCHARGE AIR TEMP SENSOR (OPTIONAL) DISCHARGE AIR TO ZONE/ROOM ELE HEATING COIL UPTO3STAGES IN THE OCCUPIED SPACE AND ONE OUTDOORS. THE FANS SHALL MODULATE TO MAINTAIN 0.05" NTROLS CONTRACTOR SHALL INCORPORATE CONTROLS TO MEET THESE STRATEGIES. BE CONTROLLED BY DIFFERENTIAL PRESSURE SENSORS -ONE PLACED IN THE OCCUPIED SPACE A.GENERAL 1. REFERENCE SCHEDULES AND PLANS. 2. PROVIDE ALL MATERIALS AND ALGORITHIMS NECESSARY TO ACHIEVE THE GOALS NOTED IN THE PLANS AND SPECIFICATIONS. 3. DISCHARGE AIR TEMP SENSOR: A DISCHARGE AIR TEMPERATURE SENSOR SHALL BE LOCATED ON EACH BOX FOR MONITORING PURPOSES. 4. OCCUPIED MODE: WHEN THE ZONE TEMPERATURE IS BETWEEN THE OCCUPIED HEATING AND COOLING SETPOINTS THE PRIMARY AIR DAMPER WILL BE AT THE MINIMUM POSITION AND HEATING SHALL BE OFF. ON A RISE IN ZONE TEMPERATURE ABOVE THE COOLING SETPOINT THE DAMPER SHALL OPEN AND HEATING WILL REMAIN OFF. ON A DROP IN ZONE TEMPERATURE BELOW THE HEATING SETPOINT THE DAMPER SHALL CLOSE TO THE MINIMUM POSITION. IF THE HEATING SETPOINT IS STILL NOT MADE THEN THE HEATING SHALL CYCLE ON IN STAGES STARTING WITH THE FAN AND THEN PROGRESSING THROUGH HEATING COIL STAGES AS AVAILABLE. 5. UNOCCUPIED (NIGHT SETBACK) MODE: WHEN THE AIR HANDLING UNIT SHUTS DOWN ALL BOXES ARE INDEXED TO THE UNOCCUPIED MODE. WHEN THE ZONE TEMPERATURE IS BETWEEN THE UNOCCUPIED HEATING AND COOLING SETPOINTS THE PRIMARY AIR DAMPER SHALL BE AT A MINIMUM POSITION. ON A RISE OF ZONE TEMPERATURE BEYOND THE UNOCCUPIED SETPOINTS THE DAMPER SHALL MODULATE ACCORDINGLY (IF AVAILABLE) TO MAINTAIN TEMPERATURE. ON A FALL OF ZONE TEMPERATURE BELOW THE UNOCCUPIED HEATING SETPOINT THEN THE HEATING SHALL CYCLE ON IN STAGES STARTING WITH THE FAN AND THEN PROGRESSING THROUGH HEATING COIL STAGES AS AVAILABLE. THE USER SHALL HAVE THE OPTION OF OVERRIDING THE UNOCCUPIED HEATING FEATURE THROUGH THE BAS. FqGIVEN &ASSOCIATES INC MEa Wry &ELEcm LENGMEas 735 S. Xenon Ct. #201 Lakewood, Colorado 80228 Ph: 303.716.1270 Fax: 303.716.1272 w .givenandassocbtes.com Given Project # 20066 Z O Z Lu U °s? T. F U W o m a y W 6g ONAI x/25/2% Issue PERMIT PLAN REVIEW Project number amhO49.1 Dale 2020.08.21 Sheet No M5.1 L 44q* W ry N I— O W U ° U W U 2 W Of U W 0 E o 0 " 3 Qui Lo z U - Q � m U n' Z N J m � aya W V > ` 2 a of Q Z O Z Lu U °s? T. F U W o m a y W 6g ONAI x/25/2% Issue PERMIT PLAN REVIEW Project number amhO49.1 Dale 2020.08.21 Sheet No M5.1 BAROMETRIC RELIEF DAMPER BRANCH DUCT DIAGRAM N.I.S. �rPfNO i JOISTS 26 GA. SM CURB COVER 8 DUCT COLI AR FIASH AND COUNTERFIASH. SEE ARCH. DWG FOR ROOF CONSTRUCTION ROOF PENETRATION DIAGRAM CIRCULAR BRANCH DUCT DIAGRAM DIFFUSER INSTALLATION DIAGRAM N.T.S. \ - / N.T.S. PERIMETER HOLD DOWN AS PERIMETER STATIC DEFLECTION ISOLATOR CEILING EXHAUST FAN DIAGRAM N.T.S. SUPPLYGRILLE 1 dN114� EXPOSED DUCT INSTALLTION DIAGRAM N.T.S. OCCUPIED MODE: UNIT WHEN THE UNIT IS OCCUPIED, THE SUPPLY FAN WILL RUN CONTINUOUSLY. THE UNIT SHALL OPERATE TO MAINTAIN AN OCCUPIED COOLING DISCHARGE AIR TEMPERATURE SETPOINT. IF EQUIPPED WITH A FULL BAS THE SYSTEM SHALL HAVE SET FWJGE IN PLASTIC THE ABILITY TO RESET THE DISCHARGE AIR SETPOINT BASED ON OUTSIDE TEMPERATURES. IF EQUIPPED WITH A RETURN FAN THE RETURN FAN SHALL MODULATE IN CONJUNCTION WITH THE SUPPLY FAN. THE RETURN FAN SHALL LAG THE SUPPLY FAN BY A PERCENTAGE DIFFERENTIAL. N I— RETURN AIR PLENUM, TURN UP AND CEMENT SECURE TO ROOF ° woo/NNLER TERMINATE OPEN WITH MESH SCREEN COVER ROOF MATERIAL AND CAULK WATERTIGHT ALL ROOF TOP UNIT CURB U W 2 0 00 0 " 3 AROUND m z AIRFLOW DIRECTION U - aim U PARALLEL FAN BOX THE SUPPLY FAN SHALL HAVE VFD CONTROL THE FAN SHALL BE CONTROLLED TO MAINTAIN A POSITIVE PRESSURE IN THE DUCTWORK (APPROXIMATELY 2I3 DOWN LONGEST RUN) SUITABLE FOR PROPER OPERATION AND BALANCING OF VAV BOXES AND GRD'S. WEATHER PROOF EXHAUSTOR WILL BE EITHER COCK, UNION AND DIRTLEG. 2 a Q U m ROOFCAPWTTH EXHAUST, RETURN, REFER TO PLAN FOR GAS PIPE p PACK OPENING BETWEEN ROOF DECK AND BIRDSCREEN RETURN OR SUPPLY RTU -1 DUCTS 8 ENTIRE CURB CAVITY WITH FIBERGLASS AIRFLOW INSULITION. PROVIDE SHEETMETAL ENCLOSURE IF THE DISCHARGE AIR TEMPERATURE RISES ABOVE THE DISCHARGE AIR COOLING SETPOINT, THE ECONOMIZER MODULE WILL BE ENABLED. IF OUTSIDE AIR CONDITIONS ARE SUITABLE, THE MIXED AIR DAMPERS WILL MODULATE TO MAINTAIN SETPOINT. IF OUTSIDE AIR CONDITIONS ARE NOT SUITABLE, THE FIRST STAGE OF COOLING WILL BE FLEXIBLE DUCT TO TO COVER UP & HOLD INSULATION IN PLACE. AT DUCT PENETRATION OF METAL ROOF DECK ELECTRIC HEATING COIL TROFFER OR DIFFUSER SUPPLY REFERTOARCH. AIRFLOW DWGSFORROO CONSTRUCTION O SHEETMETALAS i MAIN DUCT REQUIRED EXHAUST E < DUCTWORK V g EXHAUST FAN v 1.51 BRANCH DUCT DIAGRAM N.I.S. �rPfNO i JOISTS 26 GA. SM CURB COVER 8 DUCT COLI AR FIASH AND COUNTERFIASH. SEE ARCH. DWG FOR ROOF CONSTRUCTION ROOF PENETRATION DIAGRAM CIRCULAR BRANCH DUCT DIAGRAM DIFFUSER INSTALLATION DIAGRAM N.T.S. \ - / N.T.S. PERIMETER HOLD DOWN AS PERIMETER STATIC DEFLECTION ISOLATOR CEILING EXHAUST FAN DIAGRAM N.T.S. SUPPLYGRILLE 1 dN114� EXPOSED DUCT INSTALLTION DIAGRAM N.T.S. r G PRESSUREIZED ROOFCURB PLENUM JJ I JJ RTU W/ VIBRATION ISOLATION DIAGRAM 12" = 1'-0" CHILLED WATER OR UP TO 6 STAGE DX SMOKE DE1 FLEXIBLE L` /S /II I L` DRAIN SUPPLY DISCHARGE DUCT PARALLEL FAN BOX DETAIL N.T.S. CjlljjgdFTlllel DUCT TAKE -OFF BRANCH PRIMARY AIR INLET (2.5 DIAMETER LONG MINIMUM \ CONTROL ENCLOSURE \� MINIMUM 24" CLEARANCE FOR CONTROLS SEQUENCES UNOCCUPIED MODE: WHEN UNOCCIPIED THE UNIT SHALL SHUT DOWN AND THE OUTSIDE DAMPERS SHALL CLOSE. IF AN UNOCCUPIED CALL FOR HEATING OR COOLING IS RECEIVED THEN THE UNIT SHALL RUN AS IN THE OCCUPIED MODE FOR COOLING OR WARM-UP MODE FOR HEATING UNTIL THE UNOCCUPIED SETPOINTS ARE SATISFIED -THE OUTSIDE AIR DAMPERS SHALL REMAIN CLOSED UNLESS THE ECONOMIZER IS ACTIVE. WARM-UP SEQUENCE. A WARM-UP SEQUNCE SHALL BE ENABLED WHEN THE UNIT SWTCHES FROM UNOCCUPIED TO OCCUPIED. DURING THIS SEQUENCE THE SYSTEM WILL SWITCH TO HEATING FROM THE RTUTAHU, OUTSIDE NR DAMPERS WILL CLOSE, AND LOCAL HEAT SOURCES SHALL BE DISABLED. THE SWITCH FROM WARMUP TO NORMAL OCCUPIED SHALL OCCUR EITHER ON A CRITICAL ZONE REACHING HEATING SETPOINT OR THE MAIN RETURN REACHING WARM-UP SETPOINT - THE SYSTEM SHALL BE CAPABLE OF EITHER OPTION. IF EQUIPPED WITH MODULATING HEAT THEN THE SYSTEM SHALL HAVE A VAV WARM-UP CYCLE WHERE THE SYSTEM SHALL SHALL WARM-UP UNTIL ALL ZONES REACH THEIR HEATING SETPOINT BEFORE SWITCHING TO OCCUPIED COOLING. HEATING STAGES ANDIOR MODULATION SHALL CYCLE TO MAINTAIN A DISCHARGE HEATING SETPOINT THAT CAN BE USER ADJUSTABLE. AIRDAMPER FILTER --\PACKAGED OCCUPIED MODE: UNIT WHEN THE UNIT IS OCCUPIED, THE SUPPLY FAN WILL RUN CONTINUOUSLY. THE UNIT SHALL OPERATE TO MAINTAIN AN OCCUPIED COOLING DISCHARGE AIR TEMPERATURE SETPOINT. IF EQUIPPED WITH A FULL BAS THE SYSTEM SHALL HAVE 1" THICK, 3LB. DENSITY DUCTLINER LINED THE ABILITY TO RESET THE DISCHARGE AIR SETPOINT BASED ON OUTSIDE TEMPERATURES. IF EQUIPPED WITH A RETURN FAN THE RETURN FAN SHALL MODULATE IN CONJUNCTION WITH THE SUPPLY FAN. THE RETURN FAN SHALL LAG THE SUPPLY FAN BY A PERCENTAGE DIFFERENTIAL. N I— RETURN AIR PLENUM, TURN UP AND BULB SEAL ° woo/NNLER TERMINATE OPEN WITH MESH SCREEN COVER ROOF MATERIAL 2 ROOF TOP UNIT CURB U W 2 0 00 0 " 3 GAS CONNECTION WITH GAS m z U - aim U PARALLEL FAN BOX THE SUPPLY FAN SHALL HAVE VFD CONTROL THE FAN SHALL BE CONTROLLED TO MAINTAIN A POSITIVE PRESSURE IN THE DUCTWORK (APPROXIMATELY 2I3 DOWN LONGEST RUN) SUITABLE FOR PROPER OPERATION AND BALANCING OF VAV BOXES AND GRD'S. ROOF LINE COCK, UNION AND DIRTLEG. 2 a Q U m Lu REFER TO PLAN FOR GAS PIPE PACK OPENING BETWEEN ROOF DECK AND SIZES. RTU -1 DUCTS 8 ENTIRE CURB CAVITY WITH FIBERGLASS INSULITION. PROVIDE SHEETMETAL ENCLOSURE IF THE DISCHARGE AIR TEMPERATURE RISES ABOVE THE DISCHARGE AIR COOLING SETPOINT, THE ECONOMIZER MODULE WILL BE ENABLED. IF OUTSIDE AIR CONDITIONS ARE SUITABLE, THE MIXED AIR DAMPERS WILL MODULATE TO MAINTAIN SETPOINT. IF OUTSIDE AIR CONDITIONS ARE NOT SUITABLE, THE FIRST STAGE OF COOLING WILL BE TO COVER UP & HOLD INSULATION IN PLACE. AT DUCT PENETRATION OF METAL ROOF DECK ELECTRIC HEATING COIL r G PRESSUREIZED ROOFCURB PLENUM JJ I JJ RTU W/ VIBRATION ISOLATION DIAGRAM 12" = 1'-0" CHILLED WATER OR UP TO 6 STAGE DX SMOKE DE1 FLEXIBLE L` /S /II I L` DRAIN SUPPLY DISCHARGE DUCT PARALLEL FAN BOX DETAIL N.T.S. CjlljjgdFTlllel DUCT TAKE -OFF BRANCH PRIMARY AIR INLET (2.5 DIAMETER LONG MINIMUM \ CONTROL ENCLOSURE \� MINIMUM 24" CLEARANCE FOR CONTROLS SEQUENCES UNOCCUPIED MODE: WHEN UNOCCIPIED THE UNIT SHALL SHUT DOWN AND THE OUTSIDE DAMPERS SHALL CLOSE. IF AN UNOCCUPIED CALL FOR HEATING OR COOLING IS RECEIVED THEN THE UNIT SHALL RUN AS IN THE OCCUPIED MODE FOR COOLING OR WARM-UP MODE FOR HEATING UNTIL THE UNOCCUPIED SETPOINTS ARE SATISFIED -THE OUTSIDE AIR DAMPERS SHALL REMAIN CLOSED UNLESS THE ECONOMIZER IS ACTIVE. WARM-UP SEQUENCE. A WARM-UP SEQUNCE SHALL BE ENABLED WHEN THE UNIT SWTCHES FROM UNOCCUPIED TO OCCUPIED. DURING THIS SEQUENCE THE SYSTEM WILL SWITCH TO HEATING FROM THE RTUTAHU, OUTSIDE NR DAMPERS WILL CLOSE, AND LOCAL HEAT SOURCES SHALL BE DISABLED. THE SWITCH FROM WARMUP TO NORMAL OCCUPIED SHALL OCCUR EITHER ON A CRITICAL ZONE REACHING HEATING SETPOINT OR THE MAIN RETURN REACHING WARM-UP SETPOINT - THE SYSTEM SHALL BE CAPABLE OF EITHER OPTION. IF EQUIPPED WITH MODULATING HEAT THEN THE SYSTEM SHALL HAVE A VAV WARM-UP CYCLE WHERE THE SYSTEM SHALL SHALL WARM-UP UNTIL ALL ZONES REACH THEIR HEATING SETPOINT BEFORE SWITCHING TO OCCUPIED COOLING. HEATING STAGES ANDIOR MODULATION SHALL CYCLE TO MAINTAIN A DISCHARGE HEATING SETPOINT THAT CAN BE USER ADJUSTABLE. AIRDAMPER FILTER --\PACKAGED OCCUPIED MODE: UNIT WHEN THE UNIT IS OCCUPIED, THE SUPPLY FAN WILL RUN CONTINUOUSLY. THE UNIT SHALL OPERATE TO MAINTAIN AN OCCUPIED COOLING DISCHARGE AIR TEMPERATURE SETPOINT. IF EQUIPPED WITH A FULL BAS THE SYSTEM SHALL HAVE ENCLOSURE THE ABILITY TO RESET THE DISCHARGE AIR SETPOINT BASED ON OUTSIDE TEMPERATURES. IF EQUIPPED WITH A RETURN FAN THE RETURN FAN SHALL MODULATE IN CONJUNCTION WITH THE SUPPLY FAN. THE RETURN FAN SHALL LAG THE SUPPLY FAN BY A PERCENTAGE DIFFERENTIAL. N I— O U ° W U 2 SUPPLY FAN CONTROL U W 2 0 00 0 " 3 QMi m z U - aim U n' THE SUPPLY FAN SHALL HAVE VFD CONTROL THE FAN SHALL BE CONTROLLED TO MAINTAIN A POSITIVE PRESSURE IN THE DUCTWORK (APPROXIMATELY 2I3 DOWN LONGEST RUN) SUITABLE FOR PROPER OPERATION AND BALANCING OF VAV BOXES AND GRD'S. yNJ ` 2 a Q U m Lu DISCHARGE AIR CONTROL: IF THE DISCHARGE AIR TEMPERATURE RISES ABOVE THE DISCHARGE AIR COOLING SETPOINT, THE ECONOMIZER MODULE WILL BE ENABLED. IF OUTSIDE AIR CONDITIONS ARE SUITABLE, THE MIXED AIR DAMPERS WILL MODULATE TO MAINTAIN SETPOINT. IF OUTSIDE AIR CONDITIONS ARE NOT SUITABLE, THE FIRST STAGE OF COOLING WILL BE HEATING COIL BLOWER— MODULATING HOT WATER, STAGED GAS FIRED, OR MODULATING GAS FIRED. k11:12;1NLISYMN451 RTU CONTROL DIAGRAM N.T.S. WITH MINIMUM OFF AND ON TIMES. AS THE DISCHARGE AIR TEMPERATURE RISES ABOVE THE DISCHARGE AIR HEATING SETPOINT, STAGES OF HEATING WILL DE.ENERGIZE IN REVERSE ORDER. IF OUTSIDE AIR CONTROL. THE OUTSIDE AIR DAMPER SHALL HAVE A MINIMUM POSITION SET BY BALANCER TO ACHIEVE MINIMUM OUTSIDE AIR SETTING AS NOTED IN SCHEDULES. IF EQUIPPED WITH CO2 SENSORIS) THE OUTSIDE AIR DAMPER SHALL MODULATE TO MAINTAIN THE MINIMUM CO2 LEVELS (1,000 PPM ADJ) IN THE SPACE. A MINIMUM SETTING OF 10%(ADJ) ON THE OUTSIDE AIR DAMPER SHALL BE MAINTAINED TO KEEP THE SPACE PRESSURIZED. IF EQUIPPED WITH OUTSIDE AIR MONITORING STATION THEN THE OUTSIDE AIR DAMPERS SHALL MODULATE TO MAINTIAN THE MINIMUM OUTSIDE AIR CFM AS INDICATED IN THE SCHEDULES. THE MIXED AIR TEMPERATURE AND DISCHARGE AIR TEMPERATURE SHALL BE MONITORED. OVERRIDE THE OUTSIDE AIR DAMPERS IF THE MIXED AIR FALLS BELOW 35F (ADJ) OR DISCHARGE NR EXCEEDS 60F (ADJ). AI NRM THE BAS IF EITHER OCCURS. HFSiX9118QKKFR:UIi IF EQUIPPED WITH BAROMETRIC PULSE THE RELEIP DAMPER SHALL OPEN TO SELENE AIR FROM THE BUILDING. THE DAMPER SHALL BE ADJUSTABLE FROM 0.00"700. Y STATIC PRESSURE. BALANCER TO SET RELIEF DEPENDING ON RETURN DUCTS TO MAINTAIN DOM.10' POSITIVE IN THE SPACE IF EQUIPPED WITH STANDARD SINGLE STAGE POWER EXHAUSTERS THE FANS SHALL ENERGIZE BASED ON THE ECONOMIZER POSITION. WHEN THE ECONOMIZER (OR OUTSIDE AIR) DAMPER EXCEEDS 30% OPEN (ADJ) THE EXHAUST FANS SHALLENERGRE. IF EQUIPPED WITH MODULATING POWER EXHAUSTERS THE FANS SHALL BE CONTROLLED BY DIFFERENTIAL PRESSURE SENSORS - ONE PLACED IN THE OCCUPIED SPACE AND ONE OUTDOORS. THE FANS SHALL MODULATE TO MAINTAIN 0.05' ADJ) POSITIVE PRESSURE INSIDE THE SPACE. IF THE MODULATING POWER EXHAUSTER IS EXTERNAL (BOLT -ON OR OTHER) TO THE UNIT THE ATC SHALL INCORPORATE CONTROLS TO MEET THESE STRATEGIES. IF EQUIPPED WITH A RETURN FAN THEN THE RETURN FAN SHALL TRACK AS INDICATED ABOVE. THE RETURN AIR I EXHAUST AIR DAMPERS SHALL BE CONTROLLED BY DIFFERENTIAL PRESSURE SENSORS ONE PLACED IN THE OCCUPIED SPACE AND ONE OUTDOORS. THE EXHAUST DAMPER SHALL MODULATE TO MAINTAIN 0.05' (ADJ) POSITIVE PRESSURE INSIDE THE SPACE. G I V E N & ASSOCIATES INC MEa Wry sELEcm LENGMEas 735 S. Xenon Ct. #201 Lakewood, Colorado 80228 Ph: 303.716.1270 Fax: 303.716.1272 www.givenandassociates.com Given Project # 20066 Z a a a a a a m 6 / W 6g ONAI — /25/2% Issue PERMIT PLAN REVIEW Project number amhO49.1 Dale 2020.08.21 Sheet No M5.2 L q 49:: LL �W LL O N I— O U ° W U 2 W Of U W 2 0 00 0 " 3 QMi m z U - aim U n' Z yNJ ` 2 a Q U Z a a a a a a m 6 / W 6g ONAI — /25/2% Issue PERMIT PLAN REVIEW Project number amhO49.1 Dale 2020.08.21 Sheet No M5.2 N LL O U) G Q J Q U_ Z Q N F U m Lu Z a a a a a a m 6 / W 6g ONAI — /25/2% Issue PERMIT PLAN REVIEW Project number amhO49.1 Dale 2020.08.21 Sheet No M5.2 COMcheck Software Version 4.1.1.0 Mechanical-/ Com liance Certificate P V caged Immmlon TOTOWce. MCC TOWUImel ucq,mP �monogamously". e�dga.I Climate .wimWamOmonm Pm Try Naeconmmmm wm0Clean m xaa once ommmm'. Wwxrc aaNN'. �m grace Me 80033 we nml cr very" Pauppaen sty wer. enu an "Adds accused :enlnIndeed lgearemnerc+wowiwm ambanlwl sn,emi un cuannry system IM, a ceamwlm Or, -mOwl no 1 men Baltic m m:EMmmn,4.00EEENe6mimW UP al Accepts r SKI:m"EaE :TU��e:rv^.re®•wNmn.n.ol.i.NoUncapped nn n.mMlcP..a HI.=-m�Mv; HMI -. m xE�-,g. �ra Mmmema•m'-eery X6PF crt WEffi - aw SEER Nymm Emvw.y A 00 P. wmm:-wmmN.mNNmmmlm N.m.nml: W r.,,xidmy,wenm.mm., a.Dot,..00:mm,::=mmlatimoo.n.mm,mo,m. ONa .lo.PCIA ndF'we�;d11 i°Pe. peamTons PN•aamry. wnOWN,,amePM0.0nmW,emm�mmmYn.xN,N1.mm Nrn.nidC lom 81EY Commodore R ::Me Te m"oreee:na"emml ea ion MY.edathis ere,:mm,,.:renrc<m.Nh the m,ilemo of.., 5pKffica�nC and wher caustorry submitted ad this asic AN9nI ill "M NO 2018 For MUIMMMU In xWmm 4.x.1.0 adrooMAP t"CMPIPley WIN any 6WIlCbM Mu Nene linked a the I.I�n Checking Aimed the FMAJOIN Circuit Union Mp� date ONOUN On Thromprol COUNIMM 111 Cobalt unan wnm: Wee xoo66unpmMNxn<e mwnaM,mw66 Page 10 13 COMmmk No act rtie 11 2 1 Medium Impact Our ,N mx3i Pmkmnne:mead:re QN, Panama c pa'edaM1Ua etUnnn. Wheataege.1UU66,Engm ewxnmtNWntWnxm66 Wy 70 13 mal mmnana nnWn WheatWme 10mmngmimxh<BIMWCWWm66. m 13013 �NWn Porgual re UNI m PoWareffhalPoeta a art Union. Wheat WexW x3 Webb. xoo66unpmMNxn<e mwnaMamw6 ay '^ r. z �monogamously". nkel"Pan umw ion cmmlrdo .wimWamOmonm Made crUrnme,UPbad >U the cimmul�it long �� rcourts Ext m: mulrement does not apex K 2 WOR PUMP prop one nt F�oa°IIS o . OU u 3 al Incrabod by an t.p.�y No, Am ONO (UNOWN, U — Q El m U drivice or Ogden sets I i wo:a;` N Per! 0J CAN 5 ill games, All hour pump *star Done me.dnn mm rcemeeormt aeon. [Robins CPU by Ogden, P4lei ixCagan ,<P•aemmN.NNe,mmotion eat la. °o:a on` tea Edge AM11111,11 Na.. comendur Way mat ad "gralre OxN pi e...amwe.Inma.m.wn. C404.5 1. down the c Aduction pulp 11 me [der OU ialbyam�ente C ntomeyanal Mohamed I came Chappel mchrommidantramenew Easy Smulmnen mil seem Panic ,were IN ill Case Walter A 1, uphy ONO MONable M ill MiAIMUM par Par Chapter 4 w Em.P6de:moameNnmmecMmn. Coast I Diamond concern of OC,.plift tu,�n- �qui,mM ON NO. [NO91r car wal M By Wit 125 Do", NO C471I pampt MCI At ",,"at Kansas I ad MNaobP�Mbl. I I ns0Y1 Wayne by 'YOM' Inal As do o .pwaN< rcmW.e i.: W. Camara B III churper �, or decide all. Odonme. I umwmi mpadwrit mWamn32 suP6.3 NUUM dr, D�O Netbegan mu Al doememhe mac Vow. or maker leakage People. Chat O�M&ble Nmm:m:mtmNmem. FN"a� awme darram, Coolant telex heat tCo 4 xmel:m:mt mn m mN ill Image or modulateI'm oNmobse�bleQUe&tM=S [n3l]I 1150% 11 On Ad di cap,, 11 mPo<m Fxoma Em.n: oNni.mnemor aepn.ii ilen closed al inner PoPing tankers Wood In Pont I 3 m °iloF m.Pwn:oeoarcm<mamm„mn. a:xF.♦. Bush guardroom I"I'MItilaily s ''. xm]CUBf w1dNWWpMtAa [CROP Arm I'M'IRPII,t Calling Ind continuum IS" AN fallManor FwmNIH Exa.pwe . momrcm.nmmeN.mn. [step 70 present Thend Mariana � the Daiwa Nm RNUI.M All Am Mason ] beat eachanger ill Isolate the mrvaal''. CAPAP V�A �1.9 Table Card 7 4(l) OdomweCan I: Collinsmme heat Was a ae close In, lavilthad "cup 11 tax �n". Met MQUIUMN her am PI at 7 5 Kitchen eximust systems earn ply with UCOMPI,� E..�nApply ahl an Ocwnpmeat exgti :mmmmenav mMpry. CAN .x•. air 1, NO ork and sat my halfwind Each OWIINNIawst nmemmnMmm xEwFhandbag rNUIFemenA and maximum ON' m:.m xmW mil tae mum r;xoF role Mon, ArmholC433.11,1 FKAP MAC dud' I'd Malcolm I'Ni'lld in EACRIPON, R"ulrment Oil he Nkaccordance c♦w.x with "Do 11 1 and Dome NOC Em<.gmntwowaeemeee<mwmn. 021240 act IMI� 11 "IwlKm 14, clooR�w,[MROF nmmmnW Pon W<mn Mal C403.11.2. A.fiI.t,.n may need to UNmommmw ] Off arm conal A �tMiPt I- ON DMIJUNIfirge, m.Pwnmo : mne.mamm,amn. act rtie 11 2 1 Medium Impact Our ,N mx3i Pmkmnne:mead:re QN, Panama c pa'edaM1Ua etUnnn. Wheataege.1UU66,Engm ewxnmtNWntWnxm66 Wy 70 13 mal mmnana nnWn WheatWme 10mmngmimxh<BIMWCWWm66. m 13013 �NWn Porgual re UNI m PoWareffhalPoeta a art Union. Wheat WexW x3 Webb. xoo66unpmMNxn<e mwnaMamw6 ay dear ,Cmmmemslmamq am 1111111 ext me 11 fork, 2) "N May 3] MA slily. PymN m QN, NMMI euiM tax rcat Union wMN Bill”xw66¢ngMNneaM1<ecneUNmetNama6. Wake Be 13 n� COMcheckSoftware Version 4.1.1.0 Inspection Checklist Energy orodep 2018 IECC Reels Mments 91,0% late addru sea dil c y 11 Me eomme[4 secretary Text In the•wmemamumnorquirwar Now IN, dirlommnse columde n prelem by uta mo men:s sum ea ,aMl" cry lmaa.Where wmpllame li lmml� n a gap ,Neab¢amlemnw that a le i5 rt,vmem will be NO and Mae Mat is Magrappread, or O.an"xaptan cam v m: OW owmo xmulmnem Oil Am motorAl co �ide UP �,matlw WON which co�iance can By °�trMlWd OF Me Mechanical ,Mt IN FNm AmaCaaW document � E�ms ill the mandate am ropwn'ie'e mudel :oF Mans mcceir H= act which nr INRatimial energy Fill uanlcn iC. MIMV.e"Moo... Impact arm If 12 1 Marriott P,put rtle,x ,Nmo Pmketni WOMIN Circuit Unocalemmea,e:re wunme 3W x3 e , Un cw nn - Wheat ge.xoone,Engm ewxnmerwnenxpxw66. aq naarm n 12 1 Medium raded rta,a .Nmx31 Propmailmd. F.M.lh Cludit mom n OMIl"2Me COCKIexam Undon wheat Wege. 1UU66,Engmewxnne,WMCWWW66 OgdengW 13 CM. '^ r. z �monogamously". nkel"Pan umw ion cmmlrdo .wimWamOmonm Made crUrnme,UPbad >U Caracas cimmul�it long �� rcourts Ext m: mulrement does not apex K 2 WOR PUMP prop one nt F�oa°IIS o . OU u 3 al muss cal ary Baker sea °F U — Q El m U Oft Ohio wi "Pop loop On" maded,venom i wo:a;` N Per! 0J CAN 5 ill games, All hour pump *star Done me.dnn mm rcemeeormt aeon. [Robins CPU by Ogden, P4lei ixCagan ,<P•aemmN.NNe,mmotion eat la. °o:a on` tea Applicable Na.. comendur Way mat ad "gralre OxN pi e...amwe.Inma.m.wn. C404.5 1. down the c Aduction pulp 11 me [der OU ialbyam�ente C < , to F Smulmnen mil seem Panic a Any dond Owners gave a separate a M hear "chapter it Muty the became w Em.P6de:moameNnmmecMmn. .tira.3 turner train the heat Pump loop. and Daiwa Nm i�pnn<mem Ili a. may I OPINION W °o:o C471I down the a soulatiann pump on the ry=a Umerveee I I ns0Y1 covel led Oscar bond o .pwaN< rcmW.e i.: W. Camara B Opened amet call A tax or Wahl. Odonme. I umwmi mpadwrit mWamn32 suP6.3 best PUMP lack have tither automatic D�O Netbegan mu Al doememhe mac Vow. or maker leakage People. Chat O�M&ble Nmm:m:mtmNmem. Paul awme darram, Coolant telex heat tCo 4 xmel:m:mt mn m mN talkswithin wss UNmomNmme [n3l]I flow among the PONT Wagon A, mPo<m Fxoma Em.n: oNni.mnemor aepn.ii ilen closed al inner PoPing tankers Wood In Pont I 3 m °iloF m.Pwn:oeoarcm<mamm„mn. a:xF.♦. Anchor have NO wMO s ''. xm]CUBf dean the ci�lation pump on tax ea Calling civil IN toiler two Often. sm comeder FwmNIH Exa.pwe . momrcm.nmmeN.mn. [step 70 present Thend Mariana � the Daiwa Nm RNUI.M All Am Mason ] beat eachanger ill Isolate the mrvaal''. CAPAP toyabor good the 8a�„m ° I: Collinsmme heat Was a ae close In, lavilthad "cup 11 tax �n". Met MQUIUMN her am PI at xvl•.x. ,�l,N Motor Iowa p aomy .ay EmmwmwmPem•mwmmwmn. ahl an Ocwnpmeat exgti :mmmmenav mMpry. CAN .x•. ,We �,lAJM A local film the Am A after Ad A serum or o� p� nmemmnMmm xEwFhandbag automatic Werch, that Out M the°twry e m:.m xmW mil tae mum r;xoF O� an. MANI Air oaca FKAP to Memo recontandfiell c♦w.x NUNN ae wmp Oile Em<.gmntwowaeemeee<mwmn. PLnr try^m embrane in the °Pres NN nmmmnW Pon W<mn Mal upon ..,.M . eight form the UNmommmw ] Off arm conal A �tMiPt I- ON DMIJUNIfirge, m.Pwnmo : mne.mamm,amn. 14�iii= wourshe and 1, arm IT a temperature IXwn° ne"u•ma<m NO to mm E] w Med °oe„ . Piping to I re- F l` adilMe "ackup Eggsm:m Applicant, ryix a IXPIFeea NPuimre POP we mac Carry an mnn=Any ea am t EN.Pwn:moNnm.mmrmwmn. 3P �e Umrvaele ONm Mmmme Off gagmanal al=wav n¢=, cl11 F.Pile. E.mpxmi PwuMmen 6"n n"umn. Cables 1, cor or None Pontiac; pround Wcondensing �N Icard xil Em°wdn:uowamENeermwmn. unit had ftnT�� OH Moto coal team deeply With �IMS ONO �.Wl systems that comply argh Cargo dear ,Cmmmemslmamq am 1111111 ext me 11 fork, 2) "N May 3] MA slily. PymN m QN, NMMI euiM tax rcat Union wMN Bill”xw66¢ngMNneaM1<ecneUNmetNama6. Wake Be 13 n� COMcheckSoftware Version 4.1.1.0 Inspection Checklist Energy orodep 2018 IECC Reels Mments 91,0% late addru sea dil c y 11 Me eomme[4 secretary Text In the•wmemamumnorquirwar Now IN, dirlommnse columde n prelem by uta mo men:s sum ea ,aMl" cry lmaa.Where wmpllame li lmml� n a gap ,Neab¢amlemnw that a le i5 rt,vmem will be NO and Mae Mat is Magrappread, or O.an"xaptan cam v m: OW owmo xmulmnem Oil Am motorAl co �ide UP �,matlw WON which co�iance can By °�trMlWd OF Me Mechanical ,Mt IN FNm AmaCaaW document � E�ms ill the mandate am ropwn'ie'e mudel :oF Mans mcceir H= act which nr INRatimial energy Fill uanlcn iC. MIMV.e"Moo... Impact arm If 12 1 Marriott P,put rtle,x ,Nmo Pmketni WOMIN Circuit Unocalemmea,e:re wunme 3W x3 e , Un cw nn - Wheat ge.xoone,Engm ewxnmerwnenxpxw66. aq naarm n 12 1 Medium raded rta,a .Nmx31 Propmailmd. F.M.lh Cludit mom n OMIl"2Me COCKIexam Undon wheat Wege. 1UU66,Engmewxnne,WMCWWW66 OgdengW 13 CM. eaMan n 12 1 Medium Impact Our .m m. 31 Peak Pmv3m,e.. n w 4W 33 AWAIMAe, Un don nn. Wheat ege.3UUne,Engm ewxnmerwn,nxmw66 aq I a I ",WnEm do llmmtwn I umgma I ammmtem,m OP manlu"q CmnmreW4.0mPx"n.. IIIHNht'PlltOJWII 12 1 Marriott raddre Our .N mx 31 Medicaid Fooddly m�,t PON, U" GuArdeexea etunan. wheat Wege. 1UU66,Engmewxnne,WMCWWW 6 Ogden10a 13 '^ r. z �monogamously". N can mimmNmmN m U crUrnme,UPbad >U CAN 5 H.I March many some O�. rcourts mmwn mo.ne.maeemamn. 1 i mY. F�oa°II o . OU u 3 C404,52 JBIAM' ` eaMan n 12 1 Medium Impact Our .m m. 31 Peak Pmv3m,e.. n w 4W 33 AWAIMAe, Un don nn. Wheat ege.3UUne,Engm ewxnmerwn,nxmw66 aq I a I ",WnEm do llmmtwn I umgma I ammmtem,m OP manlu"q CmnmreW4.0mPx"n.. IIIHNht'PlltOJWII 12 1 Marriott raddre Our .N mx 31 Medicaid Fooddly m�,t PON, U" GuArdeexea etunan. wheat Wege. 1UU66,Engmewxnne,WMCWWW 6 Ogden10a 13 manlom] Cmmem W uigmglmi. 'Plot Man n 2 1 Maex, rt.,a .Nm.31 PmkNn, e: Porgual re wry offidnarm GrAme e n unan wheat Ridge xooa6,EngMM Kh<ee CWWw65. ” 30 13 '^ Z z 0 N can mimmNmmN m U ° >U CAN 5 H.I March many some O�. °o mmwn mo.ne.maeemamn. 1 i mY. F�oa°II o . OU u 3 C404,52 JBIAM' ` oNmw,.rvme U — Q El m U n' 0 N Per! 0J CAN 5 MMOFN"°° Done me.dnn mm rcemeeormt aeon. [Robins awry tenthandAntonearre Ogden, P4lei ixCagan ,<P•aemmN.NNe,mmotion eat la. °o:a on` Applicable Na.. ga ngtRich OxN pi e...amwe.Inma.m.wn. C404.5 1. ";°lengthBradAOulNd [der OU ialbyam�ente C < , to F Smulmnen mil seem Panic FeminativedWaeeh..Wmrnn" a M Purrack, left 1, ... late Manor between a❑mmlm w Em.P6de:moameNnmmecMmn. .tira.3 I< Daiwa Nm i�pnn<mem Ili a. may I OPINION W °o:o C471I ie Orlaidmnaa.n ry=a Umerveee Neaul,wW All AN ns0Y1 emWmtmoe o .pwaN< rcmW.e i.: W. [AM)- warraps chat wave td,NI a Oc mwl,e:na" evaown:,woulnnmNxrmagb. suP6.3 Manorece IXmm mu Al doememhe mac Met last moder.m. ft. harturp to names Nmm:m:mtmNmem. Paul =Peter <n a n< u xmel:m:mt mn m mN Ilwmllm�e 0m mtkne UNmomNmme [n3l]I a mPo<m Fxoma Em.n: oNni.mnemor aepn.ii ilen sUorea Pont "e"ueememwipmmrt 3 m °iloF m.Pwn:oeoarcm<mamm„mn. a:xF.♦. 0 - ,en mhemng s xm]CUBf Onabor COMMU�d contact or ea Calling FwmNIH Exa.pwe . momrcm.nmmeN.mn. [step 70 present Thend Mariana � the Daiwa Nm RNUI.M All Am Mason ] ,we unrelated ,Iowa from the mrvaal''. CAPAP factors for Tam t;;G, "Ir ° can a. set Collinsmme 0 turn water entering me mid.ele m nmm,.mem Piping to 104 F �n". Met MQUIUMN her am PI at xvl•.x. Midland UNIOUNtlon water symar,Ow p aomy .ay EmmwmwmPem•mwmmwmn. PieY3 m=tee Once CAN .x•. ,We �,lAJM A local film the Am A after Ad A serum or o� p� nmemmnMmm x . :allon And harms are < OOpuldick, rNia Amgcxale m:.m xmW mil tae mum r;xoF My tax �r anteng the eN<.a,<,piping FNmoWrv.a.'. FKAP to Memo FNm e c♦w.x C..Id methanol cambeavarmy wmp Oile Em<.gmntwowaeemeee<mwmn. PLnr Morgan using a��c mme dock or °Pres NN nmmmnW Pon W<mn Mal upon ..,.M . eight form the UNmommmw ] rel"mg°even. DMIJUNIfirge, m.Pwnmo : mne.mamm,amn. 14�iii= wourshe and 1, arm IT a temperature IXMPuee ircmemwutenvt. of the water Ali the columater Fav . Piping to I re- F manlom] Cmmem W uigmglmi. 'Plot Man n 2 1 Maex, rt.,a .Nm.31 PmkNn, e: Porgual re wry offidnarm GrAme e n unan wheat Ridge xooa6,EngMM Kh<ee CWWw65. ” 30 13 mN mm3 eypxtee w wmnm G."Mff x hiliSCMdltUn2w66¢ng IMMOChemWwnewxwm. Wake 11013 '^ Z z 0 ImpuWn fsgllr g mnmmYmu.ipam U ° >U epemn °° wom.memw:n tae mm 1 i organ Am maaneond F�oa°II o . OU u 3 1 12CmAx.3 av`." ncl oNmw,.rvme U — Q El m U n' (Central N Per! 0J Noll WIC PON l��d In FPe:plea me.mmnaemeu [Robins n` Ogden, Ixal]=a a", ONaO�llbll: ONotAw m Na.. ga ngtRich OxN pi .rcmem WIP m map 8 l`IXMPII" Chad, Pont OU ialbyam�ente C n "l aP omnaa` Smulmnen mil seem im6 iF' FeminativedWaeeh..Wmrnn" FNmegwnpe M pm"d"s and means a III 0 Carol 2 4 Marc and delop to Keith 111. 11 o<meplle. i�pnn<mem Ili a. may I OPINION W °Waw C471I Minimum one Neanderthal delay ry=a Umerveee Neaul,wW All AN ns0Y1 emWmtmoe o .pwaN< rcmW.e i.: W. [AM)- nernme,=W an o d:eMxmmes3>ammmma... m" IXmm mu Al doememhe mac iNW aMMmat tae names Nmm:m:mtmNmem. Paul Minimum OR WMidity CM"l m °°INNa4PlC.W. xmel:m:mt mn m mN Ilwmllm�e 0m mtkne UNmomNmme [n3l]I edition ONm<mmabi man IXwnoilo "e"ueememwipmmrt 3 m Foden Pct m.Pwn:oeoarcm<mamm„mn. a:xF.♦. I'm CNnine m wen nN area. nW ` Cl xm]CUBf Onabor COMMU�d contact or ea IX.pl,e. 70 present Thend Mariana � the RNUI.M All Am Mason ] ,me cameo 11 Islas me mmm.mt mrvaal''. CAPAP factors for Tam t;;G, "Ir wm.pwmw'I can a. set Collinsmme As m nmm,.mem eyaeaeed. �n". Met MQUIUMN her am PI at xvl•.x. 'May p aomy .ay 1 1 m=tee ONdt APw Nae CAN .x•. dOregon o� p� nmemmnMmm x . d.mNametbn. UCancless m:.m xmW mil tae mum r;xoF o� um ,n .e FNmoWrv.a.'. FKAP O�mnically comm�d Nations or FNm e c♦w.x pit" InmemrdllMmn CAN I A Morgan using a��c mme dock or OWm"ume5i nmmmnW Pon W<mn Mal pmg.mmme cartel system ry,,motr naalelm ] rel"mg°even. ma4mmde m.Pwnmo : mne.mamm,amn. 14�iii= o IXMPuee ircmemwutenvt. Fav . RealMRealFI,m adilMe "ackup Mpe n mn Nep:M"M MN ea m2 Carry Itn•. OIXWnpW"t EN.Pwn:moNnm.mmrmwmn. ] and Inner ..ta6UAp.ti� e FNm Uo-erveae''. FNm Mgmm mN mm3 eypxtee w wmnm G."Mff x hiliSCMdltUn2w66¢ng IMMOChemWwnewxwm. Wake 11013 MCI Phillip n2 1 Marriott x,rtna .N m.31 Pmketn, e Wmings Circuit Unocal Porgual re mm Amt ox etUnnn. wheat MAPe.xoo66,Enem ewxnmtswntWxnm66. Www, 60 13 cip '^ Z z 0 r Wtn� q camn.nvmm:pxw U ° >U epemn °° .den mo. nn.maem,amn. 1 i umtmis. on..Nnt o . OU u 3 Q W 8 I11 (j °Ndt Wsenme U — Q El m U n' PERempoppable- N Per! 0J trousers WIC PON l��d In o ulrment pit rym:t. Q mea Oce Ixal]=a U oNmaoaxm tae DOW 11 m.lan Trym a OxN pi R 8 Onrea Nm OU y MAC owmpile Smulmnen mil seem im6 iF' specifications PF"ra.M4.g opNSNN M pm"d"s and means a III 0 pleaded KIM OMWing ft, Orion Dimmorescal O Aseent, ,, ataftd I, be III tl') MAC Pon "I" It deals,°wmPnr Z11.11)_ Neaul,wW All AN ns0Y1 M o rcmW.e i.: W. [AM)- nernme,=W an o d:eMxmmes3>ammmma... < m Clea le - DwMllalnu� Nmm:m:mtmNmem. 114[x1712 n ONma W,Me xmel:m:mt mn m mN dWKn Adds 0 " UNmomNmme [n3l]I ai may < maximumof Man I ONm<mmabi man ecu A 3 Man Utnmmles m.Pwn:oeoarcm<mamm„mn. wEiixzi= CI Forex Nm xm]CUBf Onabor COMMU�d contact or o.d oeetAmmabW 70 present Thend Mariana � the RNUI.M All Am Mason U29p ,"no Informal F CAPAP factors for Tam t;;G, "Ir CAMPINANI can a. set as no and AN m nmm,.mem FNe, oaa<:.aNe MQUIUMN her am PI at 'May o 1 1 m=tee °net 4mName A dcN�r:mceae, x . Pickens e UCancless m:.m xmW mil tae mum 1Iffil o� um ,n .e Oorca At FKAP O�mnically comm�d Nations or °F:owspecame oNN e CAN I A 70 PeKftt I MOWN Movie talk nmmmnW Pon W<mn means to adjust ingrear secure OONSHN ] rel"mg°even. Uncommon, m.Pwnmo : mne.mamm,amn. 14�iii= o Fnreaed Et weervmia assigned to wary me inderear fan Nig $"FNn<opwee d I Nestle, of load was comply Carry Each U Wars Marc, . 65 UK, 00wmpil<5 EN.Pwn:moNnm.mmrmwmn. No and Inner ..ta6UAp.ti� e p0m•NN aNNoni.:..a< dranged to yen M.,ndmr fee � 'nl°NNAmIN®I AW.85 Em°wdn:uowamENeermwmn. ea a ooe<T°i.a system i No. y 114 no surry ft,19"d to vaing Me Insider Can early ONO �.Wl MCI Phillip n2 1 Marriott x,rtna .N m.31 Pmketn, e Wmings Circuit Unocal Porgual re mm Amt ox etUnnn. wheat MAPe.xoo66,Enem ewxnmtswntWxnm66. Www, 60 13 cip '^ Z z 0 r Wtn� (JJ(D o U ° >U epemn Oc",WWI Nmm:e.::<m.el by Met UW umtmis. on..Nnt o . OU u 3 Q W 8 I11 (j °Ndt Wsenme U — Q El m U n' ONawyouldbe N Per! 0J m mumpm can CZ a xmm,Nnent NO x met23 . Q mea ;once Ixal]=a U oNmose:vadle UUMlaaa DOW 11 my PIn R 8 Onrea Nm OU y N specifications PF"ra.M4.g ONNAp Cabe M pm"d"s and means a III UP owner how bulding, equipment add O O Aseent, ,, ataftd I, be III tl') maintained and m.t� Z11.11)_ LL M o rcmW.e i.: W. [AM)- - pn am. or o Up,"om akmi. ONmom..wA NNANNIIINA o CAN Z 3 MAC equipment We M. Battles ry xmel:m:mt mn m mN an,um P,mxmeebn. Onal [n3l]I ONOom Ne ecu A 3 MIT Usual SYOMS have been Mamma Nmdem.ntwnMma. 2 Webb xm]CUBf ambIf as.aplmts,mpmmRbai. o.d UNN RNUI.M All Am Mason U29p mpl� and "al by tae F mWm d,.m,mrcd ° agency PERempossible- MQUIUMN her am PI at abnormal in, g0ability maAM, o 1 1 m=tee °ow% x . amens" °F oaJ11",m, ^'il de met o� um ,n .e FKAP . oNN e CAN I A A me mean One illowmoie"ema nmmmnW Pon W<mn acquire OONSHN ] rel"mg°even. oxNAmlNme Ydrlmmi4 m,MW mO... : 'Plot man n2 1 Motu I eN rtle,a ,N mm31 Projecit-Al Woudge adult union Pmvem,e: n QN, Throarm ccxel.exea et unan. wheat Wnge. 20Hn ngmewxnmtNWMCWWK66 " 11013 FqmGIVEN &ASSOCIATES INC McC,1nNICu If ELEc ru exolreeas 735 S. Xenon Ct. #201 Lakewood, Colorado 80228 Ph: 303.716.1270 Fax: 303.716.1272 www.givenandassociates.com Given Project # 20066 414%q UPI '^ Z z 0 N (JJ(D o U ° >U U 2 W UW Wei Z W o . OU u 3 Q W 8 I11 (j Y U — Q El m U n' Z N Per! 0J m ay wv> CZ a of Q L 2 F— U LU o � U / W 6g ONAI -r,8i2si2i Issue PERMIT PI REVIEW PrWea number arcFA49.1 Dale 2020.0821 Sheet No M6.1 '^ Z z 0 QL) U (JJ(D MQN Z Nr UO ID W I W LL Wei Z W NNNO0 O 2 0 Z y0>m Y COMO LU Wei 0V 120001 U O L 2 F— U LU o � U / W 6g ONAI -r,8i2si2i Issue PERMIT PI REVIEW PrWea number arcFA49.1 Dale 2020.0821 Sheet No M6.1 '^ > M M (JJ(D 00 J 0 W Q J Y D O y U1.0 O y 2 U N R 8 T OU y N M F O O tl') t Z11.11)_ LL M el a L 2 F— U LU o � U / W 6g ONAI -r,8i2si2i Issue PERMIT PI REVIEW PrWea number arcFA49.1 Dale 2020.0821 Sheet No M6.1 s �c c.vn���r�c[.1L PERM,- ��_`.. �c�wFNTS OURArt_'�= SPECIFIC REQUiREMEIy�•5 y��PaM+_ '++wnv+l.�1.... . Ate..+.rw � w, �.....w+.�..�... wr....,,,,w."'a�".+:. e.�`�',,.,,,M � .+. ra. Alle.wr �eFFlllialw.w.. r.raae >f ♦.wa ..- .. � rw.. e,- •,.w �e� rF� . t Itla�r or►- rf➢1ar.rlrlMlw rlw.w.+,..rr....... "wM.�.+..� ..aa. w•. • �br.1r w ..wara.e. i I1MPr los M IOIla1/1�� 6 � IIIA �. w„ �• "� aN '�7a wle ti.ul...M -a..-• alw I� wA � twrMFlw ti www •wrrtww •troy w.1/eMr swan ....I„y Rn.., 11e.r.rwPalP"w"�n11Mll1M�i•faeM.w .oww.. n1My v11r rl.f lla,P+elerl!rr 'n. .m rloel`'oe11. r ,+w,l,.seair'w....nw �w .r...r Mr ar eMl atwr,�.1._ ...�..� "^�•a<la. ... r rrww �-+.... M1y1 we'a°s�Mo n1111 feMe.r. - IOw..1+� �. • �eWP N e111 A d nIa alrl oIl s ISI k. +Mea wts o.�.;aayyl� �_�o •oil �� aol I �a11111n n Ala Anr/a d a1r rue aln e.ar Ile ee.e.alll u.M.>♦e.11 srrf rre.r Msr; "�11jpw..w r�.a�+�.rnfr.unlw ww'..rwlWl.w rrer nr y,.l,e �'�""�s • •wr e1r/1rlorlr el��rRO y��AIA.IrIMYiYt llaa.�rP �„��a� f11,r 1111 111/...���.�111�✓rr'�la'I%�f.���rt +.�.#-1�ws��q I,npl � M� Arflr nl�palalArlr"r.f ��r11. r1Mur ePr � Icer f11.¢ 1 pPis.MAa,. �'a.. f ur+M r M IIAf +wr l/M. �wrrrblll� r�w�.fI�IMF11nr las � �n'rM A°Y�m'r �rwe '� "� 1�Ilr • writ Ml.rl►r Irrrrl ea1�1 w� i �illflalf ��,� �l.lnr�,, ��--.Alf � Ib �lr.M r IAY. �I► W�4� al..M t�'� �..rR” ie�r*•e. I� AAMo`1+1110'9.a�nlrll/AR�Ry1'I�IiMM�ls7 }yy.�s��'iler �- II�A wrlM rr1A IN IIIP ir�rf�.�l.l ler! lir! lllpa � e1.al �� �r- �� fy�lr A wlewr r a retie ^rMllrr err! x711.' relrle llrleerlr flf.l... AlMen rl+ rp.ra.l..n.rs-.,,�.,b,�q„�,p fA/IIR �1d01s b �9 a rlr arereru ' � � C W V I r� ... ._ E"LAAi REVIEW REQUIREMENTS ^'—� �rC]A?. !}F AarAlfK,vAl :7rTY dN 7ME P'FP+M1T Up/,WINfr4 �!' ��11rA1 ME'V/F'Kr pFtv(/f1T NLIE.P F`+ f. ay M Wh.aerinpr 4W,h'Lt ,4C'twEiPOE T6 T'WE 7078 if r;. A.4 1nMf ?9l1E: '/MSIfB�a _ p�".RInT Nd TD�fID90D� aY� AE'�ETR189R. KewM P CifrAlnle tpR � �.r�r Ar AMrm. MAn. �"'wf wRlw.ab, rlMvaM Ile YIIrwMM IM.OIIa, /w'A""" ' ,.,,.wart. n........ •:-+n.rl. �llp.ar.na "^' ^rwl, leller.11l Iwwrw. w.ePnllellee lrna 111P aei/Ir I.halp nn..hrel.y Mac �a�, «. wny a.ROr1M.1r.IP r.errarl..lr a•e .an�'r""' '^— rr...P.,.eN IM1nM 'onrT a1Mr' alaaWf��l1�M rw/ 4 fir Wan .r,A IAr tw fml as w11h appripnaN .iprlapa r.'T11/4 .! N'1 *r� f!✓I eeOle �r fhP IaAOP ream ala Wn11 'a° 7el�r �11�t �� JaOalrwrrent. ^�• Nfir, /III/ MY w� M faealfiMaP le>411111a llareware eumaly wnh 11ra '�' r.w IIe1r11.1N1eP fwlrr. 61�Iw� iwn. eaor tw+ortlrl, .na M°i n��� . - r �'� �*� �.OtiM� eA� MaYIa � 1M bre yaptmam to brr INatMdotl in 1M nn -� ~ �� Irn rdleelaA an plPrp and oalculHbna 'I'!� �.I./�111/Y�I.p. MIIM JIf1 Y1�10� Iano. wlM Errlar an fF ��, � eenr ufrM app/I werM /elnanehala� cAl^ �� b� achlWeG tMn e �erlleer AIAP Qwuregfe enalfnllro pfe tl. raplMlee. H calapllenaa v .�A IIOi 111e1aA oar .waa,lwlclaam Ildn M rWa,aM. � I�rw erre. rifmw ell[ uef ®M �IR>�r( t fit /er �rell�l ale+w�.lrraerllrrrlf�rl+��rrrtrw► rrry. ,,� �� AND A%'f'ROVED PLANS AND PERMITS ISSUED TO ALL SUBCONTRACTORS �_ REMIIW ON SRE FOR THE DURATION OF CONSTRUCTION. ROUGH ANDIOR +rprlrlfvl�rliretr��+Islr#� TION FEES ASSESSED IF 'N��fltE dfJltrQfA16 ,6OOF�t/!FT r�r�#_����,'�1� 'r�� r AVE ND PLq S ARE OTEA gILABL.E TO THEI NSPECTOR UPON REQUEST. ..��A.al...�..��..��..rt.. D TESTING .r.,11.....,,rr.,,, ro fi! r aflret afle IYr � �e! �.;_, trot► 0lrlr r r I� 4aln nlrlr .'S! 1V11I�rp A>b ✓~r0e '°'p �rY w 1M � � rN, • dl. f1AI r,rr ar rl� ear star ee trfryti y j FINAL INSPECTION AN ~>� �^ al rear cnela'rnore, s r1rY o ao Mepettors iry assunng /iris! msaAetl^ns go smoothly, we respectfully ask t'1e' Ilau 4�adlre�g Ae>Y�0111e1ee1ere' tmIXor. Rou h ine eIXlons w81 not hn� � �Ir !0110 f�` OJrMIe Mletl ble iChodulaC by Net SyatBT a CMi 9 P YAI a'1lel�, �IeY.�b phaldMp are 1n plea - '�'�+rpralPr Atli tie m11�d 111d Primed bernR AnY final inspection will be schetluled. (Unless the fire l e�rrlllefd fele efi0AlydtOr tfti 1q� �.tlflr m tr done at the settle Ilme.) B r rle �lillrfri C411reih IrePerleb�td emure ell rough inspections are ca^Pleted, all pre-tests nave bean �. rll7alb, IIY�lere A file pre-tests have been corrected. As well, that all benchmarks on the G��reawrrtrM Yleellr�flel/eR rlrtpl Mlaee aertnming tO Me foal inspection �'� n1�.l7111he INYYA�.yrMele, as well as Me Naw Building m Tenant Improvement FINAL inspection ����tt�/i/��IMr1ib11Yr�t. !LLL be nn Bite at the 6me of inspectlor.. The space must be ready to tum eeerb�flrareer, ar lftaerAfrry+'. ' �`tR �erlfMf4rPl1�l, bMtleno• and axlenor must be installed. end all fioonng, carpet and painting must is mfl�Yfatl..Y true nrlet De complete and nut of the space, and the final clean-up nes been completed aiprlad and rLfed by all contractors, snail Da given to Me WMFPD inspegor at the sten of the 4.rrlfrobi lira :il A�r�lr�e - i�m..00 rtgte fril�romn - flCC.Oo ' EreH rYOrtfdlleld lr.ffl�ecdptl � double the previous AB srregrrYrl ti...p.ul !sr pale prki+ to the acmwduhng of the re-InsDacfion. G+.r.fslcan.�aecrtcomoon>� NamrJ: L�,�c �ti � -";c•,��1 Slet,�.�. s - i Carlaarttor Rrplesrrttative '" C.orltru7or tComorny N'apr): _iiro.rT �v3,ae.,t�'t.u'" Fae.�ss:-rr<w1 - _ . s 1: i. � .rte-. Fxllr Alarm Gpfltfaq�?, {Cairrtpiny w1+1w1_ ��rs�.. s"?�� ly;tif' / �.c�r�ro �'y' �'-"' • •,,, a 'I • : �: .. • ;�` .. __ _. _ _.._ _ _._--- __..a�]!$!!!'�,— - Dia' Np yypRK REGiu�Kr u �.�mrvtrcrl�I�yl}���� .,�-- W n r� � �;,;.r .�.w wry v..�w» :,.:-..r r ._ ..._., �w r.r... �.. a... tae Aryr"'e .x nPe^�^'� ay �� tisA"rr "r*,.+...t �..�.a..r �w.r •n.+.w ...c r .w •.w �. �. as �.r1"/ M . M Inn aor�• rr•,eaa/' � tw.t 111Iw• M1r raR�UAllwr w r.Y^o++iw4 �N.fY. M IMI/ wyWy. W Irr Y.rr.. rayWs T11+ Ir�rt .w. wo111e rR M M.pw, 111aY `"� ��� ,M,M.n.n Irra Yi'M able h++e r...1r w al..�.. nna•>• .w. w � rr I)� Sr�ilw . r.«r ra^'rt� a ea al1rl11aa +eA ed.w.w IregPr.na+.+.r1le. a1P �^ ..+ arson Ra>"r>e .+ 1relaae+taa 11116 r,.mw e> ..+'..n..� .sww. . wr,.rMlll a ,» ar .x w n.�.w •:.,.. PERMIT CARD AND IN3PEC710N_APPtClVALS 1W Nn�n� Mr,trc, Flrw P►otect4an distrkr2 �� ,i', p Ala.an INeirY. LAlrea+all/ f:(J .IYYi. feral 6r0...19, tw rineaenla M MINIae.wl M M .IIM„ e..nA^0 ]nM fRlfl Mb IMMr M I rlX YM DPal1/�I .eT� VN t:i111e .r�M` frl+o ,ea D.a11111Pai1o' A nw Z�Mry bra P.I�.I� A//M. NIII�11 RMlao f}i M'Y1+M1 �.IwW Ue++�i w.w r,eWyyllq fly lip.. •roM 4 e im yg�.e4 tr tw9 e.o .soY •.Ian ' M �M1I'�'Nl ��s. �O.o. nIF e11rYa wIW 4O pN ullanw q.n. an F.'11f rly .m.n nl,mlr.� mltryssn� .I,IU: pUryC,M Anllll✓fir. ae..wn r,.taM. 1J.ale CInlUalrr'� Drew ryo.rey 'x,lw3n TITa 4 PNP'elb 11M T11�. Jrinor fraletnrlaM Prolenl f:nol L11,rMl.ae lb LIM.rOd�^ tiro Lm. fa�el Peraln IwiIM On' 1hI111'lOZrl M11geaMRF tREOUIRED f rrucl ,,,1„rrn.Am tnr nw anwe nwnrarsr n rwuwwn n nils 11We W nolr,vn), Pita Nwm f1mM IREIjU1RFD trio re,nMr d tb`.In.e orwl nn .nil mnminw .onlala v1lAnllabon n r.gaerae in mw aOYe Mfar011 (ipllfYlel PMael MED lllrrr d hem e11C E1. aellrol YIFMnrlsi for awl oIrYY p11re�/ r NWaed M eN Irre OQ tlrOa), �� Ga11er ttlarrlleeon fcf Up Itmae conhectd M rsQ1A.d M ttw ranee bo. net VN,. Nrw Cortsirurtwn iinN iREo�IREo caa.a ntpmetbn to. the onslM contreutn p npWred M th.l rrolee bot bebw) vertnit E.alree On' � � i" t'. ��: ' Permit: New BuildinglChange of Use_- B Business �� App/TIOMAI IRePECTiOMe 11/ePh we►ei REOUTAED eleP p NSa M PI1Se FAR Mee TAIL PAlq PAR ns SS � 41 ipea�ana fin Lr+Pame ,'Incl R. Alnrn Pb11111 F11e1 f �op+irr P«Ilr tr111r Ibdo AarMalbn velli firs Avvrl C.anMn ItnOx em t+v.aloil MMa Ce11l..dlwi iMne t rw INSPECTION COMMENTS �� � (� QST MM .r�—�"�+ t �� s�- 3lz.�iozz_ 'i AN - Ski . ,..� �...�� o�W heath '�WheatF�;dg, "REVIEW® Fc CME C�FIlav�^ There drawings were reviewed under the applicable lam In effect at the time of submittal. Reasonable ciP effort was exercised in checking for codc compliance ` mg pPt`9� Thestampingued o be there chum or ts an a p apprnot oval const fsbeaoenmltfog crde,ordinalofany violation state and/a local codes, ordinances a amendment thereto. Plan Reviewer: Steve Jones Date 11/17/2021 All work shall comply with 2018 IRC, 2020 NEC and Wheat Ridge Municiple Codes T.O.OMW ME-SCREENil _ EIEV. -ill T.O. RO_OF_W_JtPPEr_______ 4 EIEV.=10Y{! OBuilding East Elevation SCALE: 3/32'10" NOTE: Electrical 'U" box to be Placed 24" From Top and at Center of Backer Panel. 2'-0" NOTE: New Wall Sign to be Aligned w/ t2''f0" Leading Edge of Masonry as Shown 2'-10' - - -- - ----- --- ---- Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Oil -ir/ {:' APP//ROVED � By: W DATE: November , 2021 COMMENTS: Approved with the following conditions Signage must meet standards of Section 7 of the Clear Creek Crossing Design Pattern Book The issuance of a building permit should not be construed to be approval of a business license. CLI I� SERVICES CUSTOMER: Foothills Credit Union LOCATION. 3550 Clear Creek Dr. Wheat Ridge. CO WORK ORDER: 402919 FILE NAME. 21-0084 REVISION #: R-4 DATE: 10/21/2021 SALESMAN. Randv Garcia SHEET: 1 OF 7 OBuilding West Elevation SCALE: 3/32"=l' -O" CLI I� SERVICES CUSTOMER: Foothills Credit Union LOCATION. 3550 Clear Creek Dr. Wheat Ridge, CO WORK ORDER: 402919 FILE NAME. 21-0084 REVISION #: R•4 DATE: 10/21/2021 SALESMAN. Randv Garcia SHEET:2 OF 7 o4�h"at 3" 5' ��dd^mid CORROSIVE TYPE MOUNTING HARDWARE F__1__ FULLY GROUTED CMU WALL w/ REBAR PER STRUCT. LED POWER SUPPLY "J" BOX TO BE LOCATED - 24" FROM TOP AND PLACED IN CENTER OF BACKER PANEL LOW VOLTAGE WIRING p - WHITE LED LIGHTING (TYPICAL 8 PHOTO CELL g a 0 POWER DISCONNECT 8 SWITCH A Letters Mounted on Backer Panel W NOT TO SCALE NON CORROSIVE TYPE MOUNTING HARDWARE 22 GA LOCK STANDING SEAM WALL w/ GYP. BOARD OVER METAL FURRING w/ R -BATT INSULATION LED POWER SUPPLY "J" BOX TO BE LOCATED - 24" FROM TOP AND PLACED IN CENTER OF BACKER PANEL LOW VOLTAGE WIRING WHITE LED LIGHTING (TYPICAL PHOTO CELL POWER DISCONNECT SWITCH O m 7 a 19 81.23' SQ. FT. OSingle Face Internally Illuminated Wall Sign SCALE: 3/8"=V-0" 13/411311 5" OLetters Mounted on Backer Panel NOT TO SCALE 0 m 7 a 9'-9' 0 FABRICATED ALUMINUM BACKER PANEL, BACKER PANEL IS PAINTED MATTE BLACK ENEMEL. © FABRICATED 5" DEEP BLACK PRE -FINISHED ALUM. PAN CHANNEL LOGO w/ WHITE ACRYLIC FACES & 1" BLACKTRIM CAP. FACES ARE TO BE OVERLAID W/ 3M #3630-136 GREEN & #3630-147 LT. BLUE w/ SHOW THRU WHITE DETAILS AND A.625" WIDE O/L BORDER. © FABRICATED 5" DEEP BLACK PRE -FINISHED ALUM. PAN CHANNEL LETTERS w/ WHITE ACRYLIC FACES & 1" BLACK TRIM CAP. FABRICATED 5" DEEP BLACK PRE -FINISHED ALUM. 0 PAN CHANNEL LETTERS w/ WHITE ACRYLIC FACES & 1" BLACK TRIM CAP. 49.1' SQ. FT. Io� OSingle Face Internally Illuminated Wall Sign SCALE: 1/2"=V-0" CLI I� SERVICES CUSTOMER: Foothills Credit Union LOCATION. 3550 Clear Creek Dr. Wheat Ridge, CO WORK ORDER: 402919 FILE NAME. 21-0084 REVISION #: R•4 DATE. 10/21/2021 SALESMAN. Randv Garcia SHEET:3 OF 7 OBuilding North Elevation SCALE: 3/32"=1' - 0" CLI SERVICES CUSTOMER: Foothills Credit Union LOCATION. 3550 Clear Creek Dr. Wheat Ridge, CO WORK ORDER: 402919 FILE NAME. 21-0084 REVISION #: R•4 DATE: 10/21/2021 SALESMAN. Randv Garcia SHEET:4 OF 7 SHEET:5 OF 7 o4VJ heat l NN 13'•6' 89.99' SQ. FT. OO Single Face Internally Illuminated Wall Sign SCALE: 1/2'=1'- 0" 0 FABRICATED ALUMINUM BACKER PANEL, BACKER PANEL IS PAINTED MATTE BLACK ENEMEL. © FABRICATED 5" DEEP BLACK PRE -FINISHED ALUM. PAN CHANNEL LOGO w/ WHITE ACRYLIC FACES & 1" BLACKTRIM CAP. FACES ARE TO BE OVERLAID W/ 3M #3630-136 GREEN & #3630-147 LT. BLUE w/ SHOW THRU WHITE DETAILS AND A.625" WIDE O/L BORDER. © FABRICATED 5" DEEP BLACK PRE -FINISHED ALUM. PAN CHANNEL LETTERS w/ WHITE ACRYLIC FACES & 1" BLACK TRIM CAP. FABRICATED 5" DEEP BLACK PRE -FINISHED ALUM. 0 PAN CHANNEL LETTERS w/ WHITE ACRYLIC FACES & 1" BLACK TRIM CAP. 13/4' 3" 5" NON CORROSIVE TYPE CLI MOUNTING HARDWARE I� SERVICES 22 GA LACK STANDING SEAM WALL p w/ GYP. BOARD OVER METAL ImTel. 303-288-3152 FURRING w/ R -BATT INSULATION Ncall. 72M37-9684 LED POWER SUPPLY CUSTOMER: "J" BOX TO BE LOCATED 24" FROM TOP AND Foothills Credit Union T ffi7315 PLACED IN CENTERF LOCATION. 3550 Clear Creek Dr. OF BACKER PANEL Wheat Ridge, CO WORK ORDER: LOW VOLTAGE WIRING 402919 FILE NAME: WHITE LED LIGHTING 21-0084 (TYPICAL REVISION #: R•4 PHOTO CELL DATE: 10/21/2021 SALESMAN: POWER DISCONNECT Randy Garcia SWITCH Letters Mounted on Backer Panel O O NOT TO SCALE SHEET:6 OF 7 I \ &PoMBX X AOCES ROAD (WY OTHERS, EUN10! ) SITE PLAN - SIGN LOCATIONS N.T.S. ^o I wa n o / I I I � i moo) n I r 9 III 4!I A fq BLPoMX.> M sm OiKKI RO.IXI®tOi.W �/ W / IIII _ X m I I r I €I �I I II I I G � I SITE PLAN - SIGN LOCATIONS N.T.S. ^o I wa n o / d, ' C � i moo) n I r BLPoMX.> M sm OiKKI RO.IXI®tOi.W �/ W / r CLI I� SERVICES CUSTOMER: Foothills Credit Union LOCATION. 3550 Clear Creek Dr. Wheat Ridge, CO WORK ORDER: 402919 FILE NAME. 21-0084 REVISION #: R-4 DATE: 10/21/2021 SALESMAN. Randv Garcia 2OF FIRESTONE WARRANTY CONTRACT SUMMARY a'W No:100013516 Project No: 3813485 Start Date: 10/21/2011 Building Identificatum: Foothills Credit Onion Wheat Ridge Building "areas: 3550 Clear Creek BY, Wheat Ritlge, CO 30401 uiltling Owner: Foothills Credit Onion Whets Ridge Rooting CmAmciac DOUGLASS COLONY GROUP INC, 40000063 Upper r_ot Firestone Red Shield - EPDM - 20 Year- 55 mph MCGI Paint Finish - EPDM - 35 Year Drive US, Firestone Red Shield - EPDM - 30 Year- 55 mph Metal Paint Finish - EPDM - 35 Year Deck are Firestone Red Shield - EPDM - 30 Year- 55 mph Metal Paint Finish - EPDM - 35 Year Square Footage: 4,531 Square rootage: 4,531 Square Footage: 1,039 Square Footage: 1,039 Square Footage: 1,519 Square FOatage: 1,519 0 TUBWARRaNFY �ENN: DOCUENT. ADDITIONAL REQUIREMENTS AREDEFIiNED ON SUBSEQUENT FARES Torestone FUNtelW Building Products FIRESTONE WARRANTY GENERAL TERMS, CONDITIONS, AND LIMITATIONS w ai No: 700413576 Pi No: 3873485 SOFT Date: 10/21/2071 uil6ing Identification: Foothills Credit Unian Wheat Ridge Building "areas: 3550 Clear Caeek or, Wheat Ridge, CO 80401 mwilding Owners Foothills Credit Unian Where Ridge etalling Connastan DOUGLASS COWRY GROUP INC, 40000063 Sept.& to this tome, mel .1 Loops m( Fina ), enIUwoe'limitations acwe.n enz Limits Cameroon FreeingbT theaFoi promised Sstp l o naaemi(sl hathe 0nn hereiv.7 consists of multiple Feel a" or ithuh comprom the ii.press home pit pundamon. of the verane her.,. arropporal his,"emarefor tomes so-ster's ei and I ... Dbor. am seemed p supsequent parts In the .,set meet any .... nertheress ... A set ... n the do.mal Terms, Cl no Limestone strid eflo. end this Terms Continue and lumpai an subsequent Feel the ounesequent open par prel GENERAL FORMS, CONDITIONS, AND LIMITATIONS THIS WARRANTY eNN: DONNOrt. ADDITIONAL REQUIREMENTS uDEFINED ON SUBSEQUENT PAGES. 2110 Go A.... Sulte N11hormill, IN a7201 Pass 2 or 5 "Firestone 1001.001 .2021 likintatW Building Produce FIRESTONE RED SHIELD ROOF SYSTEM LIMITED WARRANTY zmily No: 700413576 paojeR No: 3873485 Ghana Date: 10/21/2021 Building Identification: Foothills Credit Union Wheat Ridge Building Address: 3550 Clear CUUM on, Wheat Ridge, CO $0401 Building Owner: Foothills Credit Union Wheat Ridge Rooting CoMmOrm: DOUGLASS COLONY GROUP INC, 40000063 Upper r_ot Fuestom Red Shield -EPDM-20 VERB, -55 mph Square Footage: 4,537 the, Fireduchim Rea Shield -EPDM-20 Yem-55 mph Stpume rootage: 1,029 Deck are Firestone Red Shield -EPDM-30 Yea, - SS mph Squaeq NAQ1AN: 1,519 ¢(-Fl c)oa Owner (row eYi ne ugeam the Terms, Conditions and Limitations an forth belowo r,wldM labor and T atimal to repair any leak in ET`m w)mal by meterrocts, in the Firestone brand namireal due by normal wumarm or any manufacturing or workmanship �a In Me System will the neft, of this warromy during the period spi above p�� Me The System Hall munin mly d iLxnan COnofnOnee>ttes, Firestone brad shma havmcs, Precon, brand aPolluw. Any ng more and not manufactured or mSdv F`rH�ela wit marand m::`me w:: rsto Marks 1, He okentary leak should ounigur In e System, the Owna mul mtla In wrong goad telephone to Fleexmne wimin tmny(IDl days of any IVMNBMnx awliond under the a Conditions and LiMintIMS Get It In Me a614tVshall be lip DO to m¢ Mali Of the There IS no dolls limit played an it an& shall am covered end this Umflad moot Skygdlgaugn under di Limited Warrant, ore nY omn Imomtq new or me future ria cmim or damage a ausM 6y: moment Lound a heed or wino frond not covered under warranty: or, payment of the current transfer Or, set by Leak... a to the muff System or ities on or open platform for Installing mi Lomas gig de)any structures oturew or 1(abrull tested requires owner ption. Firestone Is the sponsored L judge Av or enhancements to me ar,lut in Invalidation of U Is warranty, FIRESTONE BUILDING PRODUCTS COMPANY, ULC By scroll Luck, Mahl ungratualJ%t✓e- mine: Wleder of Wa"6WXrvRa TUBWARRaN,Y e N6UM, ADDITIONAL REQUIREMENTS ARE DEFINED ON SUBSEQUENT PAGES. Page p or 5 Torestone FlEas Bulldog Products FIRESTONE METAL PAINT FINISH LIMITED WARRANTY Warranty No: 700413576 Project No: 3873085 Start Date: 30/31/7031 Building Identification: Foothills Credit Union Wheat Ridge Building Address: 3550 Clear Creek DO Wheat Ridge, CO 80901 Building Owner: Foothills Credit Union Wheat Ridge Installing Contractor: DOUGLASS COLONY GROUP INC, 90000063 Upper roof More Paint Finish Square FoMANNI 4.537 Drive the, Metal Paint Finish Square FO eel 1,089 Deck are Metal Paint Finish Square FOOG9e: 1,519 R� Building Products, Company, fire an ��na limited IINliI company fnrcaane"), warrants I the Building Owner ('Own"')a ` wal"t me m0N fla anduringnanN p"man:heUNA that brand :aju ml')xu Isby Firestone as wn at mpolled mm.mve that exnmmany a of mmwmg eeamr xunam conditions "IMMd uat pon mwmla¢eeeowbygmw a MhmOn, Including, but Get limited to uexcept Mecrumg rax naeking un may occur on comm seg"ar bends of Ask a farm not to exceed °ur�M`five (33)`: z)`Ch ae In a"ordanm ween n57M o 47u Standard Marcos of 'o her e;imi3o3M 3lfb erpmmw been deans or degrees AM aaedheeds!ondiula[Illeateabeim aanbes Aran rental in�um wdaeSeen MGM nMily rten0eb�r d(mnMi sun Nall 2244 3.7.1 andtam matte ,r &am (30) year. Gr n -35Y MCN:k - 30 Oran at 8, nMp 30 seen Its axo LIMITATIONS Arnwher Done While, [INsape,GIMI'l Neap nanloN Green, HNpAhdk Leery ManvA Down, M lumB e, Fees n, legal Flue, AMxumq Sherwood Gmen San, IN Sky FANUOU Slope Gray, Scene White cre �r Trapical Paul,, �mi� Silt, Group 2: "hasten - Ad �M Chalk - 30 Orion It 8, Fldl - 30 VI'M at 7 furinall Anne, mark Rachel, Dark Ily, Extra Dark Br,nWr Tell Group 3: "hasten - Ad �M Chalk - M yeam at So fade - 20 Team at 9 aendywme, Maine Baal AN Elected Per, Award Si Gr 30 yr Premium Perform Schary, Group Champagne Melville, xxkcppe Saint M"al6llq Aged zmp rvmage Gr e`im-20 snl(all �halk)]Y S seen ae , fade - SO yeah at 4. INIM moans mands M1rvID UMe=nal area med"a0le month 11500 fm Ne v awmwmmme past Finish Far tied epty ('Llmmd Warrandia fiction CEPUSIvere GO ingi mal PAMIS al near trim fAb�Mtffd front accordance with Final F technical specifications by A Firestone�ll�sed appificatcar Any maMMals wit manufactured or supplied der this LIMItM Warranty cal chl poll Gralkle, fall or color chance Of the Finish serum, Owner much ones names to Fim�m Warrants BEF �,%n. Should the In�tlO a tan earn I that th a steady ��lm of the Finish Is exdudM under the Terms ftndldomo and throbaborps her Myth houl rcx(a me but no marc than mind (Sam SAVE hear the date of the Investigaonn, Fellurc by Owner to gay tw the an or cob unwenantee conditions rpelne by THIS weSwxty INSMUMEWOF ADDITIONAL REQUIREMENTS AM DEFINED ON SUBSEQUENT PAGES.xts oocunFxr. Flumthone Is a miter trademark a, The Shemin -Williams Company psrestone F(mrt Building Products to .m1.7o11 FIRESTONE METAL PAINT FINISH LIMITED WARRANTY Warranty No: 7000/3576 Project No: 3873085 Start Own: 10/31/7031 Building Identification: Foothills Credit Union Wheat Ridge Building Address: 3550 Clear Creek DO Wheat Ridge, CO 80,101 Building Owner: Foothills Credit Union Wheat Ridge Installing Contractor: DOUGLASS COLONY GROUP INC, 40000063 FIRESTONE BUILDING PRODUCTS COMPANY, LLC Signature THIS wn[wxry INSTRUMENT ADDITIONAL REQUIREMENTS AM DEFINED ON SUBSEQUENTPoDART f ws oocuxFxr. PAGES. *FlummuneIsareglw�..hademarkaTheSheminWilliamsCompany psrestone Page 5 of 5 Flyart Building Products to .m1.1o11 .�44 V City Of i�9rWh6atP dg� COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsna ci.wheatridge.co.us 1 FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3SS-D C, l eo_v- UY'Q-Z ;�Y- wkyya:{ R-1 A o' Co toq D7 Property Owner (please print): Phone:303-91y- 22�1 Property Owner Email: SC_6\k mc_ Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: X990 W. Ql�O(hneAci. �. City, State, Zip: 1,k-,cii)A b-022 Architect/Engineer: Architect/Engineer E-mail: Contractor Name: \ City of Wheat Ridge License #: 0 \$1 Phone: C Phone: 303 - Zbt - 3152 Contractor E-mail Address: Sgleg Q C.L-:V-"- Sex\�Cn,s - C-Crv-N For Plan Review Questions & Comments (please print): CONTACT NAME (please print): `� n Phone: 3�3— 2� � 31GJZ X 123 CONTACT EMAIL(p/ease print): SQ�eS . SSIS}Q) C -L-1 Se_+-V1C-00 • U5 v- � Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ICOMMERCIAL RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. I,v a `1 S1 �,ns �ol- ci�1-In'. 5 Cxc cJ 1k LA"'k U-,/\ YNU-., C' C-�e_e, V-\9 a-+, 41C1 001aWCC4-e 11 j7lciv\S �r S�W CA Sq. FULF Amps BTUs Squares Gallons Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ �t L1S 1 Valuation Okay OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided lication. CIRCLE ONE: (OWNER) (C NIRAT Rt ( THORIZE P ENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and lastname): DATE:b1271 Z I r\ �_ Printed Name: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: :/LHiPYYWQWFW[:T44 Greg Long Financial Constructed Services, Inc. 6021 E 50th Ave. Commerce City, CO 80022 RE: FOOTHILLS CREDIT UNION 3550 Clear Creek Drive Wheat Ridge, CO 80033 AIN: 39.292-15-000 COMPLIANCE LETTER To Whom It May Concern 3550 Clear Creek Dr 202001726 A APEX ENGINEERS,INC. This letter shall serve as verification that representatives from Apex Engineers Inc. made periodic site observations during the steel construction and cold forth steel framing phases of the above referenced project. Based on these observations Me structural foundation phase of construction appear W be In general conformance with the approved Structural Plans and Specifications. LIMITATIONS Apex has performed its services in a manner consistent with the standard of care and skill ordinarily exercised by members of our profession practicing under similar circumstances. The services of Apex should not be construed as Special Inspection services or full-time observation or inspection. Apex does not insure any result, nor does it warrant or guarantee that construction was property performed. Even with constant monitoring, some construction defects may be missed. Apex is not responsible for the means, methods, sequences, and techniques of construction, since the contractor is solely responsible those and for the quality of work, adhering to plans, specifications, and appropriate codes, and repairing defects, deficiencies or omission, regardless of whether a defect is observed. In addition, the scope our services does not include any evaluation of the building or site for jobente safety and/or hazardous conditions. The contractor is solely responsible for safety and compliance with IRC, IBC, and OSHA standards. Finally, Apex's scope of services does not include any environmental assessment (such as, but not limited to mold, mildew, presence of hazardous or toxic materials In the soil, surface water, ground water, etc.). To the fullest extent permitted and allowed by law, Apex's client agrees to Indemnity and hold harmless Apex and its owners, partners, officers, directors, employees, agents and sub -consultants, from and against all damage, liability and costs, including reasonable attorney's fees and cost of defense, arising out of the performance of these services, excepting only those damages, liabilities or costs attributable W the negligence or wilted misconduct of Apex or its consultants. Please call 9 Apex Engineers, Inc. can be of further assistance. xq •• 1111 is r,. 4 tri t11t1xx ���� 11:16:10 -06'00' Digitally signed by Jared Lambrecht 0329 Date: 2021.08.06 11:16:10 -06'00' 11:57:28 AM '`___`eg I - ng , inanci I Construction Services, Inc. 6021 E 50th Ave. Com mE rce City, CO 80022 RE: FO THILLS CREDIT UNION 3550 Clear Creek Drive Wheat Ridge, CO 80033 AIN: 39 292-15-004 COMPLIANCE LETTER To Whc m It May Concern, This letter shall serve as verification that representatives from Apex Engineers Inc. made periodic site observations during the Founds ion phase of the above referenced project. Based on these observations the structural foundation phase of construction appear to be in general conformance with the approved Structural Plans and Specifications. LIMIT A IONS Apex h s performed its services in a manner consistent with the standard of care and skill ordinarily exercised by members of our prof assion practicing under similar circumstances. The services of Apex should not be construed as Special Inspection service or full-time observation or inspection. Apex does not insure any result, nor does it warrant or guarantee that construction was properly performed. Even with constant monitoring, some construction defects may be missed. Apex is not responsible for the means, methods, sequences, and techniques of construction, since the contractor is solely responsible those and for he quality of work, adhering to plans, specifications, and appropriate codes, and repairing defects, deficiencies or omissio , regardless of whether a defect is observed. '1-1 addition, the scope our services does not include any evaluation of the building or site for job -site safety and/or hazardous conditio s. The contractor is solely responsible for safety and compliance with IRC, IBC, and OSHA standards. Finally, pex's scope of services does not include any environmental assessment (such as, but not limited to mold, mildew, presence of hazardous or toxic materials in the soil, surface water, ground water, etc.). To the f illest extent permitted and allowed by law, Apex's client agrees to indemnify and hold harmless Apex and its owners, partners, officers, directors, employees, agents and sub -consultants, from and against all damage, liability and costs, including reasonable attorney's fees and cost of defense, arising out of the performance of these services, excepting only those damages, liabilities or costs attributable to the negligence or willful misconduct of Apex or its consultants. Please I if Apex Engineers, Inc. can be of further assistance. Submitt d By: Jared L mbrecht, P. ex E gineer, Inc. Digitally signed by Jared Lambrecht Date: 2021.01.22 1157:51 -07'00' Aus in, TX -512 960-3722-1 Denver, C0_720 -588-3222 1 Kansas -City, MO. 816 42_._3222 (- La>nrrence, K3 185 337-3222 — --- —ve —apex ens ers cpm _ i 1�� - - - i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: "S-)&& Job Address: X550 dtor v crep is Permit Number: Z.6Zocz7(-}, �c� ter. �� ❑ No one available for inspection: Time 11!� AMPM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: -� -WLR Inspector: A �-A DO NOT REMOVE THIS NOTICE A�CITY OF WHEAT RIDGE _ Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: !/2&.O Job Address: ( � 0 4 f�—z-- Permit Number: -Z_<;2$ 7 C2!S <0 B ❑ No one available for inspection: Time' ' /PM Re -Inspection required: Yes No When corrections are complete, schedule re -ink ion -online. Date. Inspect - -:- — ✓ CITY OF WHEAT RIDGE - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: t_r � f !28T Job Address: C` Permit Number: 70 ?Q 0 / 7 Z-- ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: /` 7K 7 „ Inspector DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: (f e)CT Job Address: _;—SQ Permit Number: 7-627r 7 er-2 1 % Z ❑ No one available for inspection: Time = AM/P " Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: i` Inspector: -` DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPE,CTION OTICE Inspection Type:�P' Job Address: Permit Number: Ll No 'fANo one available for inspection: Time -3 M/loll �` '' Re -Inspection required: Yes' No When corrections have been made, call for re -inspection at 303-234-5933 z Date: r '` _: ;' Inspector: r DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division r (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:f Jll Permit Number:` ( ' � D7 ❑ No one available for inspection: TimEC�PM Re -Inspection required: Yes No' When corrections are complete, schedule re -inspection online. Date• . ( Insp ctor 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NO_ TIC Inspection Type: Job Address: c-z4cc Permit Number: �-7 Ll No one available for inspection: Time ZLAMtM Re -inspection required: Yes ,",`No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge. co. usrinspection Date: Inspector: Z2, DO NOT REMOVE THIS NOTICE 4 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://Www.ci.wheatridge.co.uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE `1 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: i f? r? / 7 �^ ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No *When corrections are complete, schedule re -inspection online. Date: Inspector: _ DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: :5 5S-15 C_- 1e_,C;(e— Cr - Permit Number: -Z- Oeo p j -7 Z - < LJ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE 44" City of Wheat Ridge _A� Commercial New Structure PERMIT - 202001726 PERMIT NO: 202001726 ISSUED: 11/03/2020 JOB ADDRESS: 3550 Clear Creek Dr EXPIRES: 11/03/2021 JOB DESCRIPTION: New three story office building for Foothills Credit Union - 15,170 sq ft total *** CONTACTS *** OWNER (720) 962-8200 FEES GC (303) 298-1098 Plan Review Fee SUB (303) 862-4648 125,620.64 SUB (303) 789-1700 Engin. Review Fee SUB (303) 274-2340 240.00 **REVISION: Design changes; Added valuation: $4,755.00 FOOTHILLS CREDIT UNION ROBERT GREGORY JOE HENSHAW STEVE YIMAJ KALIFA WAYNE & ALICE HINKLE *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 1 / Commr Vacant *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 17,466.70 Use Tax 125,620.64 Permit Fee 26,888.25 Engin. Review Fee 21700.00 Plan Review Addll 240.00 ** TOTAL ** 172,915.59 *** COMMENTS *** 020795 FINANCIAL CONSTRUCTION SVCS, I 140012 J & R ELECTRIC INC. 022209 MECHANICAL SOLUTIONS, INC. 021125 S&S PLUMBING SERVICES, INC. USE: UA / Unassigned BLOCK/LOT#: / PROJE CT VALUAT I ON: 5, 9 8 1, 9 3 5. 0 0 *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IBC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. No C.O. may be issued until public and private improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (from SDP) prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 1250 of the cost of the installation shall be required. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. BUSINESS LICENSE REQUIRED FOR FOOTHILLS CREDIT UNION I, by my signatu e, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable build ng codes, and all applicable mu icipal codes, policies and procedu es, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunctton with this ermrt. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pertormed is disclosed n this document and or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) 1. This permit was issued based on the information provided in the subectto the compliance with those documents, and all applical 2. This.permit shall expire 365 days after the date of.issuance rega received prior to the date of expiration. An extension of no more Officlal and may be subiect to a fee equal to one-half of the one 3. dtober any new Date rmit application and accompanying plans and specifications and is statutes, ordinances, regulations, policies and procedures. ss of activity. Requests for extension must be made in writing and an 180 days made be granted at the discretion of the Chief Building L ermitfee. If of a new permit shall be subject to the standard Re -issuance or extension of expired permits is at the sole discretion of the unlet bunging utnciai ano is not guarantees. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Wednesday, December 2, 2020 1:41:27 PM Revision to Permit Application Permit Number 202001726 assigned to project PROPERTY INFORMATION Permit Number 202001726 Property Address 3550 Clear Creek Drive Property Owner Name Foothills Credit union Property Owner Phone 303-914-2221 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email scottm@foothills-cu.com Address CONTRACTOR INFORMATION Contact Name Eric Gregory Contact Phone Number 3039019032 (enter WITH dashes, eg 303-123-4567) Contact Email Address eric@4fcs.com Retype Contact Email eric@4fcs.com Address Detailed Revised "delta #1 — owner changes" drawing that were worked out with Scope of Work - ownership and the contractor to the permit set. No changes Provide a detailed affected life safety. All changes were clouded. description of the change in scope of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Engineer Letter (if applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11'x17" or larger Additional Project Value Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CCC Comment letters delta 1.zio Field not completed. No CCC delta 1 drawinas and calcs.zio 0 Electronic Payment Form.odf SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Drew Gregory Revision Email not displaying correctly? View it in your browser. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: " C Permit Number: (--, ❑ No one available for inspection: Tim 'LlpM Re -Inspection required: Ye§fLL No When corrections have been madd; sc dule for re -inspection online at: http://www. cL wheatridge, co, usli4s pectin ffllvwl p ld � ► 44" City of Wheat Ridge '/� Commercial New Structure PERMIT - 202001726 PERMIT NO: 202001726 ISSUED: 11/03/2020 JOB ADDRESS: 3550 Clear Creek Dr EXPIRES: 11/03/2021 JOB DESCRIPTION: New three story office building for Foothills Credit Union - 15,170 sq ft total *** CONTACTS *** OWNER (720)962-8200 FOOTHILLS CREDIT UNION GC (303)298-1098 ROBERT GREGORY 020795 FINANCIAL CONSTRUCTION SVCS, I SUB (303) 862-4648 JOE HENSHAW 140012 J & R ELECTRIC INC. SUB (303)789-1700 STEVE YIMAJ KALIFA 022209 MECHANICAL SOLUTIONS, INC. SUB (303) 274-2340 WAYNE & ALICE HINKLE 021125 S&S PLUMBING SERVICES, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: l / Commr Vacant BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION:5,977,180.00 FEES Total Valuation 0.00 Plan Review Fee 17,466.70 Use Tax 125,520.78 Permit Fee 26,871.85 Engin. Review Fee 21700.00 ** TOTAL ** 172,559.33 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IBC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. No C.O. may be issued until public and private improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (from SDP) prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 1250 of the cost of the installation shall be required. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. BUSINESS LICENSE REQUIRED FOR FOOTHILLS CREDIT UNION I, by my signatu e, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable build ng codes, and all applicable mu icipal codes, policies and procedu es, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conlunctton with this ermrt. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pertormed is disclosed n this document and or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po plans and procedures. 2. Thispermit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, anew permit maybe required to be obtained. Issuance of anew permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Randy Slusser From: no-reply@ci.wheatridge.co. us Sent: Friday, August 28, 2020 11:32 AM To: CommDev Permits Subject: Online Form Submittal: New Commercial Construction Categories: Dina New Commercial Construction Items Needed to Submit THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Do you have the Signed Proof of Submission Form to Water District, Signed following ready to attach Proof of Submission Form to Sanitation District, Signed Proof to this application? These of Submission Form to Fire District forms are required to submit for plan review. Upload Proof of DOC Proof of Submission WATER CONSOLIDATED. pd Submission to Water District Upload Proof of DOC Proof of Submission APPLEWOOD SANITATION.Ddf Submission to Sanitation District Upload Proof of DOC Proof of Submission FIRE.odf Submission to Fire District Step 2 PROPERTY INFORMATION Property Address 3550 Clear Creek Drive, Wheat Ridge, CO 80033 Property Owner Name Foothills Credit Union Property Owner Phone 720-962-8200 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email scottm@foothills-cu.com Address 1 APPLICANT INFORMATION Applicant Name PUNCH Architecture What is your role in the Architect project? Contact Name for Plan Drew Gregory Review Comments Contact Phone Number 303-434-2423 (enter WITH dashes, eg 303-123-4567) Contact Email Address drew@puncharc.com for Plan Review Comments Plan Review Contact drew@puncharc.com Email DESCRIPTION OF WORK Detailed Scope of Work - New 3 -story office building for Foothills Credit Union Example: New Commercial Building for Roger's Grocery Market Square Footage of New 15170 Construction Upload Soils Report 20200728 - kumar soil report. pd Engineering Letters and 19.1549 Wheat Ridge Foothills Credit Union FPR - stamped + Other Letter Size signed.pdf Attachments Energy Calcs Field not completed. Structural Calcs 2020-08-25 - Foothills CU Wheatridge Structural Calcs Permit Set. pdf Construction Plans FoothillsCU- scanned on 11"x17" or WheatRidge PermitPlanReview FULL 20200825.pdf larger Project Value (contract 765426 15,170 SF X $177.38 = $2,690,855 value or cost of ALL materials and labor) Valuation is OK PLAN REVIEW FEE IS REQUIRED AT TIME OF SUBMITTAL N Attach City of Wheat Wheat Ridge Plan Review Fee - Payment.pdf Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD* MSLG11to] KO1011n91:1&1ra►1911047a041ON- 7:71:11 MA 1:1104 11 I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Eric Gregory Permit Email not displaying correctly? View it in your browser. 3 City of Wheat clg CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 8/26/2020 Project Address: 3550 Clear Creek Drive, Wheat Ridge, CO 80033 Name of Firm/Individual submitting documents: PUNCH Architecture / Drew Gregory Project Type/Description. New construction of a 3 -story office building in the Clear Creek Crossing master -planned development. The building tenant is to be the Foothills Credit Union, with the Credit Union on the ground floor and office space on the 2nd and 3rd floors. Signature of Firm Representative or Individual. DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY CS�I2. , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. A-gency represented: (Please check one) o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation Dist 'ct o Other N JrJN 1����■LiG f City of Wheatljdge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review West Metro Fire Rescue A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 8/26/2020 Project Address: 3550 Clear Creek Drive, Wheat Ridge, CO 80033 Name of Firm/Individual submitting documents: PUNCH Architecture / Drew Gregory Project Type/Description: New construction of a 3 -story office building in the Clear Creek Crossing master -planned development. The building tenant is to be the Foothills Credit Union, with the Credit Union on the ground floor and office space on the 2nd and 3rd floors. Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY Kral indicated below and do, by my signature IDE and approval of the project indicated above. Agency represented: (Please check one) ,/West Metro Fire Rescue , am a duly authorized representative of the agency wledge receipt of documents necessary for review Agency Notes: Site plan only has been submitted and reviewed. Signature: 6%C Date: 8-26-2020 City of Wheat ]age CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 8/26/2020 Project Address: 3550 Clear Creek Drive, Wheat Ridge, CO 80033 Name of Firm/individual submitting documents: PUNCH Architecture / Drew Gregory Project Type/Description: New construction of a 3 -story office building in the Clear Creek master -planned development. The building tenant is to be the Foothills Credit Union, with the Credit Union on the ground floor and office space on the 2nd and 3rd floors. Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, n� am a duly authorized representative of the agency indicated beloWJand do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District it Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Signature: rn /\— Date: 0 - �- ge y epresenta ive) City of Wh6atid e COMMUNITY DEVELOPMENT g SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3550 Clear Creek Drive, Wheat Ridge CO 80033 General Contractor: Financial Construction Services, Inc. FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: T, fe E�Cr l � G Contact Phone #: 303- 9/&- 207.`3 Wheat Ridge Contractor License #: /U X 1 -_Z (required field) State License #: 0100,?-75'- Master /0027S Master License #: Do 2 9 3' (o O Printed Name of Authorized Agent 4,,V. etr, Signature of Authorized Agent 10-6-00 Date ♦SAI Wheat id e �g COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3550 Clear Creek Drive Wheat Ridge CO 80033 General Contractor: Financial Construction Services, Inc. FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: Mechanical Solutions Inc Contact Phone#: 303-789-1700 Wheat Ridge Contractor License #: 022209 (required field) Bill McCall Printed Name of Authorized Agent SM Signature of Authorized Agent 10/15/2020 Date Cit cif ]Wh6atkick e COMMON ITY � DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3550 Clear Creek Drive Wheat Ride CO 80033 General Contractor: Financial (:nncfmfin, (z .-,o--- Company Name: c> l g I` I UVY161 nI ryC ntac hone #: � U-� ly(a 9� Z/ Wheat Ridge Contractor License #: a { aS (required field) State License #: C�nC um2 S Master License ooh g -zw g -Alae &U Printed Name of Authorized Agent Signature o Au horized Ag ent — 1011112-o Date TERPconsulting fire + life safety Foothills Credit Union Fire Protection Report TERPconsulting Project #19.1549 TERPconsulting has prepared the following Fire Protection Report (FPR) at the request of Punch Architecture. IL111Y0]11R411[11]L Punch Architecture has been contracted by Foothills Credit Union to design a bank located at Clear Creek Crossing in Wheat Ridge, Colorado. The facility exterior will utilize 8" CMUs, Metal Panels on 6" Metal Studs, and limited sections of Wood Panels on 6" Metal Studs for the exterior walls. The interior walls are primarily metal studs with gypsum board with 1 hour rated gypsum stair shafts which will meet the classification of a Type II -B per International Building Code (IBC) Section 602.2. The Foothills Credit Union will primarily be utilized as a bank with teller stations, offices, and a lobby located on the first floor. The second and third floor will primarily be utilized for additional offices and meeting rooms. The Foothills Credit Union occupancy classification is considered a Group B business occupancy in accordance with IBC Chapter 3 with a total area of 15,170 ft'. The purpose of this report is to document the work associated with this project and formalize the anticipated fire protection and life safety requirements based on current and applicable base building and fire codes. All work will be performed in accordance with the 2018 International Building Code and all applicable local amendments. CODES AND STANDARDS • 2018 International Building Code (IBC) as amended by the City of Wheat Ridge • 2018 International Fire Code (IFC) as amended by the City of Wheat Ridge and West Metro Fire District • NFPA 10 - Standard for Portable Fire Extinguishers (2016 edition) Although not required, the building will be provided with a sprinkler system at the discretion of the owner. Where the sprinkler system is not utilized to obtain code exemptions or reduced life safety requirements, the system may be provided in selective areas as permitted by the exception of IBC Section 901.2. If utilized to address other code compliance issues, the sprinkler system will be designed to meet all applicable NFPA 13 and IBC requirements for Business occupancies. Accordingly, all stated code requirements referenced herein assume a non-sprinklered business occupancy. QYM ]�W heat R@W APPROVED Rev.e Mr co Comof.n. 14241 E 411 Ave., Suite 5-230, Aurora, CO 80011 1 office: +1.720.763.2264 1 fax: +1.71 Randy Slusser 10/19/2020 TERPconsultin com Plans &ami.r Date enYNrm www.0 9rre nwM<art c.c/us[M'mawva [wmu prawnp mP^euMMnwwnm..;m.>TM.'m+H..e.�uYW tt�1e voM..ebm;ntWMeCryaM rtMNH6 19.1549 Foothills Credit Union Wheat Ridge FPR 27 August 2020 AREA, HEIGHT, AND USE The Foothills Credit Union is exclusively utilized as a bank with supporting auxiliary spaces such as offices and meeting rooms. For auxiliary areas that do not meet the definition of a group B occupancy such as storage closets (i.e., S-2 Occupancy), the areas will be considered an accessory occupancy as specified by IBC Section 508.2.1. Accessory occupancies should not exceed 10 percent of the building area per story. The allowable building area and height will be based on the main occupancy type (i.e., Type B occupancy) as described by IBC Section 508.2.3. The maximum allowable area, height, and stories for a non-sprinklered, Type II -B, Group B occupancy as specified by IBC Tables 504.3, 504.4, and 506.2 are summarized in Table 1 below. Also provided in Table 1 are the actual building features associated with the facility without area increases for frontage and sprinkler systems. Maximum Allowable Area, Height, & Stories Per IBC Table 503 Actual Area, Height, and Stories Building Area 23,000 ft2 15,170 ft2 Building Height 55 ft 48 ft 8 in Stories 3 Stories 3 Stories Table 1— Building Area, Height and Stories 1]eFX1vAA91.141.4161re1aISIM-I U:141fI All building elements will consist of Type II -B construction in accordance with IBC Table 601 and building elements will meet the minimum fire -resistances ratings as summarized in Table 2 below: Building Element Fire -Resistance Rating [hr] Primary structural frame 0 Nonbearing walls 0 Floor construction and secondary members 0 Roof construction and secondary members 0 Table 2 —Structural Elements The accessory occupancy provisions of IBC Section 508.2 will be utilized; therefore, fire -resistance rated separations are not required and will not be provided. P] 19.1549 Foothills Credit Union Wheat Ridge FPR 27 August 2020 All interior partitions and ceilings will be of non -rated, noncombustible materials with compliant finishes. Combustible materials permitted within the space include millwork such as doors, frames, furniture, trim, and other items specifically listed in IBC Section 603.1. Table 3 — Interior Finish Requirements Based on Occupancy Interior floor finishes will be provided in accordance with IBC Section 803, while combustible materials installed on or embedded in floors will be utilized in accordance with IBC Section 804. Interior finishes located within an atrium as defined by IBC Chapter 2 will utilize minimum Class B finishes in accordance with IBC Section 404.8. Decorative materials and trim will be installed per IBC Section 806. Exit access stairways, ramps, and corridors serving more than 30 occupants to be constructed in accordance with IBC Section 1019 and 1020 respectively, with a 1 -hour fire resistance rating. EGRESS Multiple direct exterior exits will be provided from the building. All exit doors will be provided with panic hardware in accordance with IBC Section 1010.1.10. Occupant loads will be calculated in accordance with IBC Table 1004.5: Interior Finish Classification OLF [people/ftZ] Interior Exit B 1/150 (gross) Corridors and Enclosure Rooms and Stairways, Occupancy Classification for Exit Access Enclosed Ramps, and Stairways and Ramps Spaces Passageways B (Level 1, 2, and 3 offices) B C C A-3 (Conference Rooms) B B C Table 3 — Interior Finish Requirements Based on Occupancy Interior floor finishes will be provided in accordance with IBC Section 803, while combustible materials installed on or embedded in floors will be utilized in accordance with IBC Section 804. Interior finishes located within an atrium as defined by IBC Chapter 2 will utilize minimum Class B finishes in accordance with IBC Section 404.8. Decorative materials and trim will be installed per IBC Section 806. Exit access stairways, ramps, and corridors serving more than 30 occupants to be constructed in accordance with IBC Section 1019 and 1020 respectively, with a 1 -hour fire resistance rating. EGRESS Multiple direct exterior exits will be provided from the building. All exit doors will be provided with panic hardware in accordance with IBC Section 1010.1.10. Occupant loads will be calculated in accordance with IBC Table 1004.5: Exit access travel distance will be limited to 200' in accordance with IBC Table 1017.2. Common path of egress travel will not exceed 100' where occupant load is less than 30 and 75' where occupant load is greater than 30. Exit signage will be provided in accordance with IBC Section 1013. Exit signs are not required from individual rooms that require a single means of egress. Exit signage will be provided above each exit door and emergency lighting will be provided such that all areas are provided with an initial illumination level M Occupancy OLF [people/ftZ] Office B 1/150 (gross) Exit access travel distance will be limited to 200' in accordance with IBC Table 1017.2. Common path of egress travel will not exceed 100' where occupant load is less than 30 and 75' where occupant load is greater than 30. Exit signage will be provided in accordance with IBC Section 1013. Exit signs are not required from individual rooms that require a single means of egress. Exit signage will be provided above each exit door and emergency lighting will be provided such that all areas are provided with an initial illumination level M 19.1549 Foothills Credit Union Wheat Ridge FPR 27 August 2020 of 1 -footcandle, with a minimum at any one point of 0.1 -footcandle as measured along the path of egress at floor level. FIRE SERVICE FEATURES Fire Department Access Fire apparatus access roads will comply with IFC Section 503 including providing fire apparatus access roads within 150' of all portions of the exterior wall of the first story. Fire apparatus access roads will consist of an unobstructed width of not less than 20' with a vertical clearance of 13' 6" as specified by IFC section 503.2.1. The fire apparatus access roads will be designed and maintained to support the imposed loads of the fire apparatus and the surface will provide all weather capabilities. Dead ends and fire apparatus roads in excess of 150' in length will be provided with an approved area for turning around as specified by IFC 503.2.5, as amended by the City of Wheat Ridge. Key boxes will be provided in an approved location and will be listed in accordance with UL 1037 as specified by IFC Section 506.1. Key boxes will contain keys to gain access to the facility for necessary life- saving and fire -fighting purposes. Premises Identification The facility will be provided with approved address numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting of the property as required by IFC Section 505.1, as amended by the City of Wheat Ridge. The color of these numbers will contrast with their background and will utilize Arabic numerals. The numbers will be a minimum of 6" high with a minimum stroke width of 1". Fire Hydrant Fire flow will be provided in accordance with IFC Appendix B as adopted by the City of Wheat Ridge. IFC Appendix B requires a fire flow of 2,500 gpm for 2 hours for this facility. Fire hydrants will be spaced 300' apart as specified by IFC Section 507.5.1 as amended by the City of Wheat Ridge. Unobstructed access to fire hydrants will be provided. In addition, a 3' clear space clearance around the fire hydrant will be provided. Radio Enhancement Systems A public safety radio amplification system will be provided if adequate radio coverage cannot be established as specified by IFC Section 510.1 as amended by the City of Wheat Ridge. Based on the size and construction of the facility, it is not anticipated a public safety radio amplification system will not be required. 4 19.1549 Foothills Credit Union Wheat Ridge FPR 27 August 2020 FIRE SUPPRESSION SYSTEMS A Group B occupancy is not required to be sprinklered per IBC/IFC Chapter 9. Nor does the size of the building or relationship to fire department access requirements warrant sprinklers be utilized. As previously identified, a sprinkler system to be provided per owner request. Fire extinguishers will be provided and placed in accordance with IFC Section 906 and NFPA 10—Standard for Portable Fire Extinguishers (2016 edition). FIRE ALARM AND DETECTION SYSTEM As specified by IFC Section 907.2.2 for Group B Occupancies, a manual fire alarm system is required where the occupant load exceeds 100 occupants above or below the level of exit discharge or the total occupant load exceeds 500. The occupant loading on the second floor does not exceed 100 occupants and the total occupant load does not exceed 500. As a result, a manual fire alarm system is not required for the facility as currently proposed. CONCLUSION TERPconsulting recommends that the requirements outlined herein be inspected in accordance with their applicable code and standard provisions. If you have any questions regarding the above report, please do not hesitate to contact our office. TERPconsulting Prepared by: Paul J. Seifert o'uc�s Concurred by: G.,,Z$�' "tfj`•.� ooM s' f�NAL EN 8/2-7/2020 Wayne R. Griswold, PE, CFPS fire protection consultant principal fire protection engineer 61 Kuma 1(+A Geatec m Rssoeia tes, Inca GentechruGsl and Materials Engineers 2390 South Lipan Street end Environmental Scienlists Denver, CO 80223 phone: (303) 742-9700 fax: (303) 742-9666 email: kadenver@kumarusa.com An Employee Owned Company www.kumarusa.com Office Locations: Denver (HQ), Parker, Colorado Springs, Fort Collins, Glenwood Springs, and Summit County, Colorado Prepared By: Chad M. Bringle, P.E. X4fi�5 :.071 vok ■ r �`, r■■■Nr■ `Y GEOTECHNICAL ENGINEERING STUDY AND PAVEMENT THICKNESS DESIGN PROPOSED FOOTHILLS CREDIT UNION BLOCK 2, LOT 2, CLEAR CREEK CROSSING SUBDIVISION FILING NO. 3 WHEAT RIDGE, COLORADO Reviewed By: 1L4 James A. Noll, P.E. Prepared,For. Foothills Credit Union 7990 West Alameda Avenue Lakewood, CO 80226 ATTENTION: Mr. Scott McNeil Project No. 20-1-415 July 28, 2020 TABLE OF CONTENTS SUMMARY....................................................................................................................................1 PURPOSE AND SCOPE OF STUDY...........................................................................................2 PROPOSED CONSTRUCTION....................................................................................................2 SITE CONDITIONS......................................................................................................................3 SUBSURFACE CONDITIONS......................................................................................................3 LABORATORY TESTING.............................................................................................................4 GEOTECHNICAL ENGINEERING CONSIDERATIONS..............................................................5 SPREAD FOOTING FOUNDATIONS...........................................................................................6 SITE SEISMIC CRITERIA............................................................................................................7 FLOORSLABS.............................................................................................................................7 WATER-SOLUBLE SULFATES....................................................................................................8 UNDERDRAIN DRAIN SYSTEM AND WATERPROOFING........................................................8 SURFACE DRAINAGE.................................................................................................................9 SITE GRADING AND EARTHWORK.........................................................................................10 PAVEMENT DESIGN.................................................................................................................13 DESIGN AND CONSTRUCTION SUPPORT SERVICES..........................................................15 LIMITATIONS.............................................................................................................................16 FIG. 1 — LOCATION OF EXPLORATORY BORINGS FIG. 2 — LOGS OF EXPLORATORY BORINGS FIG. 3 — LEGEND AND NOTES FIGS. 4 through 6 — SWELL -CONSOLIDATION TEST RESULTS FIG. 7 — GRADATION TEST RESULTS TABLE I — SUMMARY OF LABORATORY TEST RESULTS APPENDIX A — DARWinTM PAVEMENT DESIGN CALCULATIONS Kumar & Associates, Inc SUMMARY Subsurface conditions encountered a relatively thin layer of topsoil overlying man -placed fill soils to a depth of about 2 to 15+ feet overlying sandstone and claystone bedrock to the maximum drilled depth of about 20 feet. The fill soils were generally comprised of sandy lean clay and clayey sand with variable content gravel with zones of poorly -graded sand with silt and clayey gravel with sand. The fill soils were moist to wet below the groundwater level, fine- to course -grained and were brown, dark brown, gray, green and red. The bedrock soils were very hard, moist to very moist to wet below the groundwater level and brown to bluish gray in color. Cemented zones were encountered in the sandstone bedrock materials 5 to 7 feet below the ground surface in Borings 1 and 3. Groundwater was encountered at the time of drilling in the one of the three borings drilled for the structure at a depth of about 7% feet below the ground surface. When follow up measurements were made in the open structure boring boreholes approximately 6 days subsequent of completion of drilling, groundwater was measured at depths of about 2 to 6 feet below the ground surface. Considerations for design and construction in close proximity to the groundwater level. Design and construction considerations for groundwater are discussed throughout the report. Spread footings systems are suitable bearing on the onsite fill materials. Spread footings should be designed for a net allowable bearing pressure of 2,500 psf. Spread footing pads greater or equal to 4 feet can be designed for a net allowable bearing pressure of 3,000 psf. Slab -on -grade floors are suitable bearing on the existing fill soils or properly -placed structural fill. Flexible pavements for areas subjected to automobile and light truck traffic only, such as parking areas, should consist of a composite pavement section consisting of 4.0 inches of asphalt over 6.0 inches of compacted aggregate base course material. Flexible pavements for areas subjected to combined automobile and heavier truck traffic, including fire lanes, should consist of a composite pavement section consisting of 5.0 inches of asphalt over 6.0 inches of compacted aggregate base course material. If a concrete pavement is selected, we recommend a minimum of 6 inches of Portland cement concrete be placed. We recommend Portland cement concrete be used in areas of concentrated truck turning movements. Kumar & Associates, Inc F PURPOSE AND SCOPE OF STUDY This report presents the results of a geotechnical engineering study and pavement thickness design performed for the proposed Foothills Credit Union located at the Clear Creek Crossing development in Wheat Ridge, Colorado. The project site is shown on Fig. 1. The study was conducted in general accordance with the scope of work in our Proposal No. P-20-499 dated June 17. 2020. A field exploration program consisting of exploratory borings was conducted to obtain information on subsurface conditions. Samples of soils obtained during the exploration program were tested in the laboratory to determine their classification and general engineering characteristics. The results of the field exploration and laboratory testing programs were analyzed to develop recommendations for use in design and construction. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recommendations based on our understanding of the proposed construction and the subsurface conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to construction of the proposed facility are included in the report. PROPOSED CONSTRUCTION Based on the information provided to us, we understand that the proposed construction will consist of a three-story commercial building with a footprint area of about 15,000 square feet. Construction will likely consist of reinforced concrete foundations below grade and a combination of steel, reinforced concrete and timber -framing above grade. We anticipate the building will have moderate foundation loads, generally consistent with similar types of construction. Access to the site will be provided from a private drive to the north with a three -lane canopy - covered drive thru located on the south side of the building with drive lanes around the building and paved parking on the north and west sides of the building. The pad site has been overlot graded and is within a few feet of proposed finished building grades and we expect minor cuts and fills on the order of 3 feet to establish finished grade elevations. Deeper temporary cuts and fills will be necessary to construct foundations and utilities. Kumar & Associates, Inc 3 If the proposed construction varies significantly from that described above or depicted herein, we should be notified to reevaluate the recommendations provided in this report. SITE CONDITIONS The pad site is unoccupied but has recently been overlot graded as part of the overall development. The site is bounded on the west by the recently constructed Clear Creek Crossing Drive, the north by a private drive to be completed in the near future, to the east by the recently constructed Interstate 70 off -ramp, and by the south by a similar undeveloped and overlot graded lot. The lot has been graded generally down to the north-northwest with about 6 feet of elevation difference over the lot and about 3 feet of elevation change over the building envelope. SUBSURFACE CONDITIONS Subsurface Exploration Program: The field exploration program for the project was performed on July 7, 2020. The subsurface conditions were explored by drilling a total of six exploratory borings at the site. Three borings were drilled within the general limits of the proposed building and canopy footprint and three borings were drilled within the limits of proposed pavement areas. The approximate locations of the exploratory borings are shown on Fig. 1. The exploratory borings were advanced through the overburden soils and into the underlying bedrock, where present, using 4 -inch diameter continuous flight augers. Samples were obtained using either a 2-inch-I.D. California barrel sampler or a 1 3/9 -inch I.D. split spoon sampler. The samplers were driven with blows from a 140 -pound hammer falling 30 inches. The California sampling procedure is similar to the standard penetration test described by ASTM D1586 and the split spoon sampling procedure is the standard penetration test described by ASTM D1586. Penetration resistance values (blow counts) indicate the relative density or consistency of the soils. Depths at which samples were taken and the associated blow counts are shown to the right of the boring logs on Fig. 2. A legend and explanatory notes associated with the graphic logs and describing the soils encountered are presented on Fig. 3. Kumar & Associates, Inc M Subsurface Soil Conditions: The borings encountered a relatively thin layer of topsoil overlying man -placed fill materials to a depth of about 2 to 15+ feet overlying sandstone and claystone bedrock to the maximum drilled depth of about 20 feet. One of the structure borings was terminated in the fill materials at a depth of 15% feet and all three pavement borings were terminated in the fill materials at a depth of about 5 feet. The fill soils were generally comprised of sandy lean clay and clayey sand with variable content gravel with zones of poorly -graded sand with silt and clayey gravel with sand. The fill soils were moist to wet below the groundwater level, fine- to course -grained and were brown, dark brown, gray, green and red. The bedrock soils were very hard, moist to very moist to wet below the groundwater level and brown to bluish gray in color. Cemented zones were encountered in the sandstone bedrock materials 5 to 7 feet below the ground surface in Borings 1 and 3. Boring 3 was offset to the north due to practical auger boring refusal at a depth of about 5 feet. Based on the blow counts, the fill soils were stiff to very stiff to dense and the bedrock materials were very hard Groundwater was encountered at the time of drilling in the one of the three borings drilled for the structure at a depth of about 7% feet below the ground surface. When follow up measurements were made in the open structure boring boreholes approximately 6 days subsequent of completion of drilling, groundwater was measured at depths of about 2 to 6 feet below the ground surface. The borings were backfilled to the surface at the completion of the follow-up water level measurements. Groundwater levels may fluctuate upward in response to precipitation events, landscape irrigation and climatic factors. LABORATORY TESTING Selected samples obtained from the exploratory borings were visually classified by the project engineer. Laboratory testing was performed on selected samples to determine in-situ soil moisture content and dry density, liquid and plastic limits, swell -consolidation characteristics, gradation analysis and concentration of water-soluble sulfates. The results of the laboratory testing program are shown adjacent to the boring logs on Fig. 2, plotted graphically on Figs. 4 through 7, and summarized in Table I. The testing was conducted in general accordance with recognized ASTM and CDOT test procedures. Kumar & Associates, Inc 5 Swell -Consolidation Testing: Swell -consolidation testing was conducted on samples of the sandy lean clay fill soils and natural bedrock in order to determine their compressibility and/or swell characteristics under loading and when wetted. Each sample was prepared and placed in a confining ring between porous discs. A surcharge pressure of 1,000 psf was applied to each sample, and the samples were allowed to compress to a stabilized height before being submerged in water. The sample height was monitored until deformation practically ceased under each load increment. The results of the laboratory swell -consolidation testing indicate that the tested in-situ samples of the on-site sandy lean clay exhibited slight swell and slight compression characteristics. The natural sandstone bedrock exhibited slight compression, possibly due to sample disturbance, and the natural claystone bedrock has a nil to low swell characteristics. Results of the swell - consolidation tests are presented on Figs. 4 through 6. Water -Soluble Sulfates: The concentrations of water-soluble sulfates measured in samples of the sandy lean clay and clayey gravel with sand fill soils obtained from the exploratory borings were 0.00%, below the testing limits of the equipment. GEOTECHNICAL ENGINEERING CONSIDERATIONS The subsurface conditions encountered in the building footprint consist of either a several feet of fill material over shallow bedrock or deeper fill materials placed as part of the overlot grading for the development. The results of the subsurface exploration indicate the existing fill materials are in a relatively compact state. Therefore, the site is suitable for shallow foundation and slab -on - grade floor systems bearing on the existing man -placed fill materials placed as part of the site development extending down the natural bedrock materials. Shallow groundwater conditions were encountered in the exploratory borings. Groundwater was encountered to within 4 feet of the finished floor elevation of the proposed building. Excavations for shallow foundations for frost -protected foundations will be about 3 feet below the finished floor elevation, and will be in close proximity or may encounter the groundwater level. We recommend the groundwater level be controlled a minimum of 2 feet below the base of the excavation to Kumar & Associates, Inc 0 reduce the risk of the foundation and trench subgrade soils from becoming destabilized. Other methods to stabilize the subgrade should be considered during construction. Earthwork, utilities and foundation construction is best suited for the drier months when overall historical groundwater water levels are lower. Construction in spring and early summer will increase the risk of encountering groundwater during subsurface/substructure construction. SPREAD FOOTING FOUNDATIONS As discussed in the "Geotechnical Engineering Considerations" section of this report. Shallow foundation systems are suitable bearing on the existing fill extending down to the natural bedrock materials. The design and construction criteria presented below should be observed for spread footing foundation systems. The construction details should be considered when preparing project documents. 1. Spread footings should be designed for a net allowable bearing pressure of 2,500 psf. Spread footing pads greater or equal to 4 feet can be designed for a net allowable bearing pressure of 3,000 psf. The allowable bearing pressure may be increased by one-third for transient (i.e. wind and/or seismic) loadings. 2. Spread footings should have a minimum width of 18 inches for continuous footings and 24 inches for isolated pads. 3. Shallow spread footings subject to the effects of frost should bear at a depth of at least 36 inches below lowest adjacent finished grade. Footings not subject to the effects of frost should bear at least 24 inches below lowest adjacent grade or top of concrete. 4. Based on experience, we estimate total settlement for footings designed and constructed as discussed in this section will be less than 1 inch. Differential settlement between similarly loaded adjacent foundation elements should not exceed % to % of the total settlement. Kumar & Associates, Inc 7 5. The foundations subgrade should be scarified to a depth of 12 inches, adjusted to a moisture content within 2 percentage points of the optimum moisture content, and compacted to at least 98% of the standard Proctor (ASTM D698) maximum dry density. 6. The lateral resistance of a spread footing placed on compacted fill will be a combination of the sliding resistance of the footing on the foundation material and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.30. Passive pressure against the sides of the footings can be calculated using a unit weight of 175 pcf. These lateral resistance values are working values with a factor of safety of 2.0 applied. 7. Care should be taken to provide adequate surface drainage and dewatering during foundation excavation, and the contractor should have equipment available for removing water from excavations following precipitation and/or groundwater intrusion, if encountered/needed. Foundation excavations that are inundated with water may loosen or soften, requiring possible dewatering with sumps/pumps, moisture conditioning which includes drying, and re -compaction of the exposed subgrade soils, or removal of soft or excessively loose subgrade soils and replacement with AASHTO No. 57 stone. 8. A representative of the geotechnical engineer should observe all footing excavations, observe and test fills prior to concrete placement, and evaluate the suitability of all fill. SITE SEISMIC CRITERIA The soil profile at the site following construction is anticipated to generally consist of at least 3 to 15+ feet of predominantly very stiff sandy lean fill overburden overlying very hard bedrock extending to depths greater than 100 feet. Based on our experience on sites with similar types and depths of overburden soils and bedrock, the design soil profile for the site is considered to be IBC Site Class C. Liquefaction is not a design consideration. FLOOR SLABS Slab -on -grade floors are suitable bearing on the existing fill materials or properly -compacted structural fill extending down to the existing fill materials. Prior to placing new structural fill or the slab -on -grade section, the exposed subgrade soils should be scarified to a depth of 12 inches, Kumar & Associates, Inc M adjusted to a moisture content within 2 percentage points of the optimum moisture content, and compacted to at least 95% of the standard Proctor (ASTM D698) maximum dry density. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints that allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. Joint spacing is dependent on slab thickness, concrete aggregate size and slump, and should be consistent with recognized guidelines such as those of the Portland Cement Association (PCA) or American Concrete Institute (ACI). The designer should establish the joint spacing and any requirements for slab reinforcement based on experience and the intended slab use. If moisture -sensitive floor coverings will be used, or rooms will be occupied by equipment sensitive to humidity, mitigation of moisture penetration into the slabs such as by use of a vapor retarder/barrier should be considered. If a vapor retarder/barrier membrane is used, special precautions will be required to prevent differential curing problems that could cause slab curling. This topic is addressed by ACI 302.1 R. All plumbing lines should be tested before operation. Where plumbing lines enter through the floor, a positive bond break should be provided. Flexible connections should be provided for slab - bearing mechanical equipment. WATER-SOLUBLE SULFATES The concentrations of water-soluble sulfates measured in samples of the overburden soils obtained from the exploratory borings were 0.00%. These concentrations of water-soluble sulfates represent a Class SO severity exposure to sulfate attack on concrete exposed to these materials. The degree of attack is based on a range of Class SO, Class S1, Class S2, and Class S3 severity exposure as presented in ACI 201. Based on the laboratory test results, we believe special sulfate resistant cement will generally not be required for concrete exposed to the on-site soils. UNDERDRAIN DRAIN SYSTEM AND WATERPROOFING Groundwater was encountered within 4 feet of the finished floor elevation. The foundation level of the structure should be protected by an underdrain system. We recommend a perimeter drain Kumar & Associates, Inc 0 system be incorporated at the foundation level. We recommend the elevator pits be waterproofed The drain system should extend along the perimeter of the portion of the inhabitable building. The drains should consist of 4 -inch diameter, rigid, slotted or perforated PVC pipe (SDR35 or better) placed in the bottom of a minimum 12 -inch wide trench and surrounded above the invert level with a minimum of 12 inches free -draining granular material. The drain lines should be placed at least 18 inches feet below the floor level and graded to sumps or gravity discharge at a minimum slope of %%. The portion of pipe outside of the building perimeter leading to the sump or gravity discharge should be solid (non -perforated). The free -draining aggregate should conform to the requirements of CDOT Class B or Class C Filter Material, unless a filter geotextile is used around the perimeter drain trenches; in that case a coarser free -draining gravel not necessarily meeting graded filter criteria, such as AASHTO No. 57 or %-inch drain gravel, may be used. Pipe slots or perforations should be sized in accordance with the type of free -draining material surrounding the pipe. We are available to assist in the underdrain system design. The elevator pits should be waterproofed and designed to resist hydrostatic pressure to the upper foundation perimeter drain level. Waterproofing can consist of impermeable membrane, concrete additives such as xypex, water stops and/or concrete coatings or a combination thereof. SURFACE DRAINAGE Proper surface drainage is very important for acceptable performance of the buildings during construction and after the construction has been completed. Drainage recommendations provided by local, state and national entities should be followed based on the intended use of the buildings. The following recommendations should be used as guidelines and changes should be made only after consultation with the geotechnical engineer. 1. Excessive wetting or drying of the foundation and slab subgrades should be avoided during construction. Kumar & Associates, Inc 10 2. Exterior backfill should meet the material and placement requirements provided in the "Site Grading and Earthwork" section of this report. 3. The ground surface surrounding the exteriors of the buildings should be sloped to drain away from the foundations in all directions. 4. To promote runoff in unpaved areas, the ground surface should be either covered by pavement, or the upper 1 to 2 feet of the exterior backfill adjacent to the foundations should be a relatively impervious material containing more than 30% passing the No. 200 sieve and compacted as recommended in the "Site Grading and Earthwork" section of this report. 5. Ponding of water should not be allowed in backfill material or in a zone within 10 feet of foundations or foundation walls. 6. Roof downspouts and drains should discharge well beyond the limits of all backfill. 7. Landscaping adjacent to the buildings and movement -sensitive flatwork areas should be designed to avoid irrigation requirements that would significantly increase soil moisture and potential infiltration of water within at least 10 feet of the building or movement - sensitive flatwork areas. Landscaping located within 10 feet of the building and movement sensitive flatwork areas should be designed for irrigation rates that do not significantly exceed evapotranspiration rates. Use of vegetation with low water demand and/or drip irrigation systems are frequently used methods for limiting irrigation quantities. SITE GRADING AND EARTHWORK Site Preparation: Based on our understanding of the proposed construction and observed site topography, grading over most of the site is expected to consist of minor cuts and fills of about 1 to 5 feet to install foundations and about 1 to 3 feet for subgrade preparation for slab -on -grade floors. Prior to placing new fill or forming footings, the exposed fill subgrade should be scarified to a depth of 12 inches, moisture -conditioned and re -compacted to at least 98% and 95% of the Kumar & Associates, Inc 11 standard Proctor (ASTM D698) maximum dry density under foundations and floor slabs, respectively. Where feasible, the compacted subgrade should be proof -rolled with a heavily loaded pneumatic -tired vehicle or a heavy, smooth -drum roller compactor. Areas that deform excessively during proof -rolling should be removed and replaced to achieve a reasonably stable subgrade prior to placement of structural fill. Temporary Excavations: Excavations are expected to encounter predominantly sandy lean clay fill soils. Temporary excavations can be constructed by over -excavating the side slopes to stable configurations in accordance with OSHA requirements for OSHA Type C soils for clay fill. Excavated slopes may soften due to construction traffic and erode from surface runoff. Measures to keep surface runoff from excavation slopes, including diversion berms, should be considered. Dewatering: The excavations for construction of the shallow foundations and utilities are anticipated near or below the groundwater table. Excavation dewatering will likely be required consisting of sump and pumps in the area of the foundation excavation should be anticipated, and dewatering pits outside of the excavation may be necessary to construct foundations. The groundwater level should be maintained at least 2 feet below the foundation subgrade elevation to mitigate against loss of soil support. The use crushed gravel will help in the foundation preparation where wet foundation conditions are present. Failure to maintain the groundwater level will result in destabilizing the bearing soils. It is the Contractor's responsibility to maintain and control the groundwater level at the time of construction. Material Specifications: Unless specifically modified in the preceding sections of this report, the following material requirements are recommended for compacted fill placed on the project site. The geotechnical engineer should evaluate the suitability of all proposed fill materials for the project prior to placement. 1. Structural Fill: Structural fill may consist of on-site soils or imported non -expansive, minus 4 -inch, well -graded soil with a maximum of 75% passing the No. 200 sieve, a maximum liquid limit of 40, and a maximum plasticity index of 20. 2. Aggregate Base Course (ABC): Aggregate base course shall consist of CDOT Class 6 ABC. Kumar & Associates, Inc 12 3. Material Suitability: Unless otherwise defined herein, all fill material should be a non - expansive soil free of vegetation, brush, sod, trash and debris, and other deleterious substances, and should not contain rocks or lumps having a diameter of more than 4 inches. A fill material should be considered non -expansive if the swell potential of the material, when remolded to 95% of the standard Proctor (ASTM D698) maximum dry density at optimum moisture content, does not exceed 0.5% when wetted under a 200 psf surcharge pressure. If grading is performed during times of freezing weather, the fill should not contain frozen materials, and if the subgrade is allowed to freeze, all frozen material should be removed prior to additional fill placement or footing, slab or pavement construction. Evaluations of potential fill sources, particularly those not meeting the above liquid limit and plasticity index criteria for imported fill material should include determination of laboratory moisture -density relationships and swell -consolidation tests on remolded samples prior to acceptance. Compaction Requirements: Adequately moisture conditioning and compacting excavation backfill and all structural fills will be critical to adequate performance of foundations, soil -supported slabs, flatwork and pavements. We recommend the following compaction criteria be used on the project: 1. Moisture Content: Fill materials should be compacted at moisture contents within 2 percentage points of the optimum moisture content for granular soils, and between optimum and +3 percent of optimum for clay soils. The contractor should be aware that clay soils with relatively high percentages of material passing the No. 200 sieve may become somewhat unstable and deform under wheel loads if placed near the upper end of the moisture range. 2. Placement and Degree of Compaction: Unless otherwise defined herein, compacted fill should be placed in maximum 8 -inch thick loose lifts. The following compaction criteria should be followed during construction Kumar & Associates, Inc 13 Percentage of Maximum Standard Proctor Density Fill Location (ASTM D698) Beneath Spread Footing Foundations.............................................................98% Adjacent to Foundations and Walls'................................................................95% Beneath Floor Slabs, Settlement -Sensitive Flatwork Areas and Pavements.. 95% Aggregate Base Course (ABC)...................................................................... 95%1 UtilityTrenches............................................................................................... 95% Landscape and Other Areas............................................................................95% 1 Some difficulty could be encountered achieving adequate compaction with small equipment to avoid exerting excessive compaction stresses on walls. 2 Unbound granular base (UGB) for the pavement section should be compacted to 95% the modified proctor dry density (ATM D1557) Construction Monitoring: A representative of the geotechnical engineer should observe prepared fill subgrades and fill placement. PAVEMENT DESIGN A pavement section is a layered system designed to distribute concentrated traffic loads to the subgrade. Performance of the pavement structure is directly related to the physical properties of the subgrade soils and traffic loadings. Soils are represented for pavement design purposes by means of a subgrade resilient modulus for flexible pavements and a modulus of subgrade reaction for rigid pavements. Both values are empirically related to strength. Pavement design procedures are based on strength properties of the subgrade and pavement materials assuming stable, uniform conditions. Certain soils, such as those encountered on this site, are potentially frost susceptible and require additional precautions be taken to provide for adequate pavement performance. Frost susceptible soils are problematic only if a source of water is present. If those soils are wetted, the resulting movements can be large and erratic. Proper surface and subsurface drainage is essential for adequate performance of pavement on these soils. Subgrade Materials: Based on the results of the field exploration and laboratory testing programs, the pavement subgrade materials at the site are anticipated to generally classify as A-6 with group indices between 7 and 13 in accordance with the American Association of State Highway and Transportation Officials (AASHTO) soil classification system. The A-6 soils are generally Kumar & Associates, Inc 14 considered fair for subgrade support of pavements. For design purposes, a resilient modulus value of 3,562 psi was selected for the onsite A-6 soils for flexible pavements, based on CDOT correlations to an R -value of 10 Design Traffic: Since anticipated traffic loading information was not available at the time of report preparation, an equivalent 18 -kip daily load application (EDLA) of 5 was assumed for parking areas and an EDLA of 15 was assumed for combined automobile and heavier truck traffic areas, including fire lanes. The designer should verify which traffic loads are valid for the project. If higher EDLA values are anticipated, the pavement sections presented in this report will have to be reevaluated. Pavement Design: The pavement thicknesses were determined in accordance with the 1993 AASHTO pavement design procedures. For flexible pavement design, an initial and terminal serviceability of 4.5 and 2.0, respectively, were selected, with a reliability of 80 percent for parking areas and 85 percent for drive and fire lanes. If other design parameters are preferred, we should be contacted in order to reevaluate the recommendations presented herein. Pavement sections were determined using the above parameters and the software DARWinT" which uses the 1993 AASHTO pavement design procedure. DARWinT" outputs are attached in Appendix A Pavement Thickness: Based on this procedure, flexible pavements for areas subjected to automobile and light truck traffic only, such as parking areas, should consist of a composite pavement section consisting of 4.0 inches of asphalt over 6.0 inches of compacted aggregate base course material. Flexible pavements for areas subjected to combined automobile and heavier truck traffic, including fire lanes, should consist of a composite pavement section consisting of 5.0 inches of asphalt over 6.0 inches of compacted aggregate base course material. If a concrete pavement is selected, we recommend a minimum of 6 inches of Portland cement concrete be placed. We recommend Portland cement concrete be used in areas of concentrated truck turning movements. Subgrade Preparation: Prior to placing compacted fill, the exposed subgrade soils should be thoroughly scarified and well mixed to a depth of 12 inches, adjusted to moisture contents Kumar & Associates, Inc 15 within 2 percentage points of optimum, and compacted to at least 95% of the standard Proctor (ASTM D 698) maximum dry density Prior to placing the pavement section, the entire subgrade area should be scarified to a depth of 8 inches, adjusted to a moisture content near optimum and compacted to 95% of the standard Proctor (ASTM D 698) maximum dry density. The pavement subgrade should be proofrolled with a heavily loaded pneumatic -tired vehicle. Pavement design procedures assume a stable subgrade. Areas which deform excessively under heavy wheel loads are not stable and should be removed and replaced to achieve a stable subgrade prior to paving. The pavement subgrade should be proof rolled with a heavily loaded pneumatic -tired vehicle or a heavy, smooth drum roller compactor. Pavement design procedures assume a stable subgrade. Areas that deform excessively under heavy wheel loads are not stable and should be removed and replaced to achieve a stable subgrade prior to paving. The contractor should be aware that the clay soils, including on-site and imported materials, may become somewhat unstable and deform under wheel loads if placed near the upper end of the moisture range. Drainage: The collection and diversion of surface drainage away from paved areas is extremely important to the satisfactory performance of pavement. Drainage design should provide for the removal of water from paved areas and prevent the wetting of the subgrade soils. DESIGN AND CONSTRUCTION SUPPORT SERVICES Kumar & Associates, Inc. should be retained to review the project plans and specifications for conformance with the recommendations provided in our report. We are also available to assist the design team in preparing specifications for geotechnical aspects of the project, and performing additional studies if necessary, to accommodate possible changes in the proposed construction. We recommend Kumar & Associates, Inc. be retained to provide construction observation and testing services to document the intent of this report and the requirements of the plans and specifications are being followed during construction. This will allow us to identify possible variations in subsurface conditions from those encountered during this study and to allow us to re-evaluate our recommendations, if needed. We will not be responsible for implementation of the Kumar & Associates, Inc 16 recommendations presented in this report by others if we are not retained to provide construction observation and testing services. LIMITATIONS This study has been conducted for exclusive use by the client for design purposes. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings at the locations indicated on Fig. 1, and the proposed type of construction. This report may not reflect subsurface variations that occur between the exploratory borings, and the nature and extent of variations across the site may not become evident until site grading and excavations are performed. If during construction, fill, soil, rock or water conditions appear to be different from those described herein, Kumar & Associates, Inc. should be advised at once so a re-evaluation of the recommendations presented in this report can be made. Kumar & Associates, Inc. is not responsible for liability associated with interpretation of subsurface data by others. CMB/js Rev. by: JAN cc: file Kumar & Associates, Inc 3 0 I n NN W 0 0 c 8 c v a 0 Ea �! N I o N O IN 00 Cq N W V N a W W c 9 20-1-415 W 32ND AVENU _ WA..- ,...,.:. N VICINITY MAP NOT TO SCALE 15 0 15 30 APPROXIMATE SCALE -FEET o \ / SIDEWALK, BY OTHERS C&G, BY OTHER D4�2 ROAD GRADING AND DESIGN BY OTHERS. C:w �5 CONTRACTOR TO COORDINATE AND VERIFY ELEVATIONS PRIOR TO CONSTRUCTION. / ek w // \ i OjNERs N o ACCESS ROAD m (0.80%)/ (BY OTHERS) �o� '//��--EX. PROPERTY LINE &G g �� N} g412 �f HP U i 1y4g51 5N _ TC=72.56 _ / /' FL=72.85 73.35 TC=73.44 v / / 4861' _ FL=72.06 C&G, BY OTHERS FL=72.94 1 / �5 _ \ NOTE: CURB RAMP TO RISE \ ONLY 1.6" (SLOPE=2.2%) 72.18 boo) 5473 ��h 1 \ TC=72.67 TC=72.21_( \ o rn FL=71.71' STORINL ET�5472 PER TC=71.77 �� FL=72.17 - � (A s I, / X. FL= .27 > ,N� 2 6" C&G 0.62% 6" C&G- 0.62% P Ex STM 72.32 TC=72.65 Q / / FL -72.15 g Q TC=72.73 w el, LP TC=72.14 ) / w- �\ ERS O TC=71.64 FL=71.64 o�if TC=72.99 �o FL=72.23 a �• TC=72.64' TC= 2.53 FL=71.14 ry FL=72.14 FL=72.49 C& 'NOTE: CURB RAMP TO RISE L=72.03 TC=72.23 'q �\ RETAININ 4 I S4 �l % ONLY 3.7" (SLOPE=5.2%) _T F = FL=71.73 72 4' CONCRETE I TO BE C / / - - - - - - - - - EOC=71.83 BY OTHF TC=71.17 HP 22% TC=72.84 I /DRAIN PAN. I )" 1 5471 FL=72.34 TC FL=72.30 }^' BORING P-1 I - -FL=71.75 5472 72.28 I 1 I I I FL=\0.67 - �� 5 / TC=71.99 N t� I I 470) ' I I �' TC=72.2 TC -72.51 FL=71.49 6 71.82 (5471)- - / x STORM INLET i 2% �i x FL=71.79 FL=72.01 72.32 I I I N 6" C&G 72.34# ryI - - ° bbD TC=72.62 I I I \ -0 \ TC= 1.40 1.0% 0 3% _ -- - - __ �� _ I 1 I X. 10.0 UTI FL -72.12 �Fc� TC=71.69 �- - - _l - - - 2% I I I I 0' Ex FL=70.90 TC-70,81/f� TC=73.37 TC=72.67 TC=72.99 S� FL=70.31 (5471)- I �7/FL� 2.39 FL=72.87 3' CONCRETE �T FL=72.17 F =72 9 I FC=72 34 1 =72.89 TC=73.18 �, °1° 0)} DRAIN PAN i � I I I I \ \ S47 - TC=71.28 I=72.39 FL=72.68 0� rol I i / FL=70.78 - - TC=72.55 6" C&G " -1 ` ry o; 1 I I \ 5472- - - - - - TC=71.39 � FL=72.05 I 72;49 5473 2% MAX. CROSS SLOPE ®11 TC=73.50 `� ° I X os 72.86 x73.39 n 10 I n N FL=70.89 TC=72.57 2.93 FL=73.00 fs� � I \ _ 73.17 5' SIDEWALK \ °j° �, c> I =i = I I I _ /BORINGL�/F P-2 FL=72.07 1.8q` 73.32 73.46 TC 72.28 TC -7263 TC -72.91 3A o o- 73.60 _ - - - =73.7 - -73.85 TS=74.02 FL=71.78FL=7 .13 FL=72.41 72.57 TC=72.95 _ -4' CONCRETE / FDC BS=73.65" T=71.4 TC=72.61 - TC=72.03 DRAIN PAN 1' - - -- 74.10 3%/ FL=72.45 L' I ml \ So V L=72.11 FL -71.53 _ - -(5472) - 72.61 72.84 =73.53 TC=73.27 Q Q �TC=72.3 6" CSG TC=71.89 2.8% 73.73 74.10 BORING � I FL -73.03 FL=72.77 c FL -71.89 = ;,, I I � SIDEWALK - � � FL -71.39 T FL -72.50 I / I TC -73.77 i 6' SIDEWALK �� �� ` - - Iro� 72.88 s� c I'" 6' SIDEWALK 2.7% ) M 2 8 .° FL=73.10 1 0�6�SLi TC=72.73 c' �� 2.0% 2.0%� 74.10 BEGIN 8" CURB TC=72.87 I I x 1 I 3S T FL=72.23 TC=71.92 u� / I I: TC=72.90 FL=72137 5473. m� FL=71.42 � I � / ro rn TC=72.41 1.3% to 2.4% I FL=72.40 ` \ \ \/FL=71.91 2' CURB TC=72.15 TC=71.95 F =7 .6 == SIDEWALK ° 1 2 I + �S f� CHANN L FL=71.45 / 72.74 72.97 73.73 74.10 i 9� I x ` srj� \ \ TC=72.45 FL=71.65 3' CONCRETE 73.60 C=73.85 TC=73.32 J FL=71.95 FL=72.82 I I I I TC=72.25 a'- DRAIN PAN' FL=73.TC-73 4518 o TH1 FL=72.95 \ FL=71.75 ,.°Dy / v 8" CURB FL=7 .50 I z I x < m S a c� 2.0% MAX. SLOPE IN_ -(5473) - -1 M ` I I it ^)� \ S4 72.39 72.83 0 _ _ - ALL DIRECTIONS WITHIN _ - - - / ' o YS 4 TC=73.55 - I FL=73,05 -- TC=73.36, TC=73.04 TC=72.6 HC PARKING AREA T F 178.71 73.36 /LO ' A z R \ 3' CONCRETE EX. 5.0' UTILITY ESMT.] J m I FL=73.37 SR FL=72.86 FL=72.54 FL=72.46 TC=72.66 73.85 I i T 2% FL=72.16 TC=73.25 a? j / RAIN PAN �� as o I TH2. sIr F�C72 1018% FL=72.75 A BORING 2 BLOCK 2, LOT 2 FOOth111S CTedlt UniOnj I // FL=73.25 // �I I y (S TC=73.46 �i R. g j - / 4 \ _ _ c> a Bldg Area= s 1 ° \ TC 73.05 TC -73.37 / g / M � SJR` � •5� FL=72.96 r -� EAR CREEK CROSSING j TC=72.73 FL=72.55 FL=72.87 Type II -B Construction 0� 2.3 \ \ 6' C&G TC=72.84 FL=72.23 Tc=72.ss 2%° SUBDIVISION FILING N0.3/ �/ Nt i' I ► I o TC=>3.39 _ / Fully Sprinkled .Y I I \ \ FL=72.49 74.10 END 8" CURB° TC=73.69 TH7 \ srj �� FL -7\ 4 6' SIDEWALK I TC=X3.`/9 FL=73 19 I 1 S L=72.89 SFE=5474.10'] F+ F+ \ TC=73.03 " 73.48 - / "TC=74.85 `� \ - FL=72.53 - - 73.85 I FL=73.29 TC=73.36 I I I 1� TC=74.46 BORING P-3 _ _ _ - - - - �° I / Eoc=72.a7 z% I I I ( I F 7 .3 FL=73.96- - - - - - lovi" \ s I / 2i-� FL=72.86 I I I TH 10 l ° TC=74.47 \ TC=73.13 TC=73.13 _ ,� FL=72 7g I I �s S L=73.97 R>�R 0 FL=72.63 FL=72.63 6C&G I 60 II--6C&G�C=73.19 TC=73.21 1.2% C_ 06% TC=73�.31 / 5414 F+L=72.69 GB TC=73.5=73.FL=72.8 HT TC=73.43 .FL=73.01 FL=73.35 545 N ESMT. H TH3 l I I I( I I I II I I II I I II I f �} \ FL=72.93 �5 I f I / TC=73.95 5416' TH4 TC=73.1 I \ ,�F2.94 �4 __ I L---� --------/ FL=73.45 17�� 1 .n µ \ TC -74.87 _ _ 54 L=74.37 FL=73.0 -- DRIVE THRU I C& F C> \TC=73.64 _ ----.5475------- --- 1 I-/ GB i if a \ s H \ ( ) ITH ROOF�TC-74.64 TC=74.42 01 o I I \ THS - - - - - FL==� 3.14 - TC=73.83 1 - - FL=74.14 - - -FL=73.92 �g4�� a 1 } I I S4� FL=73.33 - - - Hp 4 - - 547 - (5475) 4 \ �\\ - - - TC=73.94 - - - - _ - - - - - - - STC=74.84 FL -74.22 ¢ 6 TH 9 TH 6 4� 4 - - - - - - FL=73.44 TL- 4.3 _ 545 EINE _ _ i JI l l II I 1 Ar,(5476)-- + -- 1% 7k, - - _ �- - - - - Sgt \ o �P \_ - - 6" C&G 6 ROP - _- - m-(5477) - - - - - - - - 4. O���P� -5476-(5 478) �s�8 \ - N H �s }J<�Y 5475 BORING 3 o J � PROPERTY LINE n TH13--- --- x ---4.1 5477 -------- \(5476) 5478 -(5479) v _ --- - - --- fes/ 1 I 5479 (5479) M rS I ----- \ (5480) ---- / r I vA �'�� \----'`--- �F+ F+------- -------�---- \ ----------/RETAINING WALLS TO BE .�? / ----- �_ ` -(5480) ----- F+�-------\-- - DESIGNED BY OTHERS/ / oI / EX. 10.0; l � _- --- � - (5481) --------- / LPMD TRACT A _-_--(5482)----\------ CLEAR CREEK CROSSING - - - - Kumar & Associates FOOTHILLS CREDIT UNION AT CLEAR CREEK CROSSING LOCATION OF EXPLORATORY BORINGS I Fig. 1 LEGEND TOPSOIL. FILL: SANDY LEAN CLAY (CL) TO CLAYEY SAND (SC), CONTAINS GRAVEL, WITH ZONES OF POORLY—GRADED SAND WITH SILT AND GRAVEL (SP—SM) AND CLAYEY GRAVEL WITH SAND (GC), STIFF TO VERY STIFF TO DENSE, FINE— TO COARSE—GRAINED, MOIST TO WET, GRAYISH BROWN TO BROWN TO DARK BROWN TO GREENISH GRAY AND REDDISH BROWN. .;:.y SANDSTONE BEDROCK, VERY HARD, CEMENTED ZONES, SILTY, MOIST TO VERY MOIST, BROWN TO BLUISH GRAY. CLAYSTONE BEDROCK, VERY HARD, MOIST TO VERY MOIST, FINE— TO MEDIUM—GRAINED, LOW L PLASTICITY, BROWN TO BLUISH GRAY. L DRIVE SAMPLE, 2—INCH I.D. CALIFORNIA LINER SAMPLE. ■ DRIVE SAMPLE, 1 3/8—INCH I.D. SPLIT SPOON STANDARD PENETRATION TEST. - DISTURBED BULK SAMPLE. 50/6 DRIVE SAMPLE BLOW COUNT. INDICATES THAT 50 BLOWS OF A 140—POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE THE SAMPLER 6 INCHES. 6 DEPTH TO WATER LEVEL AND NUMBER OF DAYS AFTER DRILLING MEASUREMENT WAS MADE. GRINDING, BORING REFUSAL. NOTES 1. THE EXPLORATORY BORINGS WERE DRILLED ON JULY 7, 2020 WITH A 4—INCH—DIAMETER CONTINUOUS—FLIGHT POWER AUGER. 2. THE LOCATIONS OF THE EXPLORATORY BORINGS WERE LOCATED BY HANDHELD GPS UNIT USING COORDINATES GENERATED IN GOGGLE EARTH FROM SITE PLAN OVERLAYED WITH KNOWN FEATURES. 3. THE ELEVATIONS OF THE EXPLORATORY BORINGS WERE OBTAINED BY INTERPOLATION BETWEEN CONTOURS ON THE SITE PLAN PROVIDED. 4. THE EXPLORATORY BORING LOCATIONS AND ELEVATIONS SHOULD BE CONSIDERED ACCURATE ONLY TO THE DEGREE IMPLIED BY THE METHOD USED. 5. THE LINES BETWEEN MATERIALS SHOWN ON THE EXPLORATORY BORING LOGS REPRESENT THE APPROXIMATE BOUNDARIES BETWEEN MATERIAL TYPES AND THE TRANSITIONS MAY BE GRADUAL. 6. GROUNDWATER LEVELS SHOWN ON THE LOGS WERE MEASURED AT THE TIME AND UNDER CONDITIONS INDICATED. FLUCTUATIONS IN THE WATER LEVEL MAY OCCUR WITH TIME. 7. LABORATORY TEST RESULTS: WC = WATER CONTENT (%) (ASTM D2216); DO = DRY DENSITY (pcf) (ASTM D2216); +4 = PERCENTAGE RETAINED ON NO. 4 SIEVE (ASTM D6913); —200= PERCENTAGE PASSING NO. 200 SIEVE (ASTM D1140); LL = LIQUID LIMIT (ASTM D4318); PI = PLASTICITY INDEX (ASTM D4318); WSS = WATER SOLUBLE SULFATES (%) (CP—L 2103). 20-1-415 1 Kumar&Associates I LEGEND AND NOTES I Fig. 3 KSF 10 100 SAMPLE OF: Cla ystone Bedrock FROM: Boring 1 � 7' WC = 14.6 %, DD = 110.4 pcf —200 = 51 %, LL = 37, PI = 14 NO MOVEMENT UPON WETTING N0 rM1eee <ee«e��<e nppy nny to the m plev tested, me [¢song repon ceps m sono not be ,ep,nanaa, ... mu..�tnn�t the .,nten nppm.ni m Kama, and nsoomces, Inc, sweu Consollact lon to eting pe rformetl In co rtlo nce wiU teat. D-0566. z C) —1 a 0 0 z —2 z 0 U —3 —4 .1 1.0 APPLIED PRESSURE — KSF 10 100 2 J N 1 z 0 0 J z —1 i O U i —2 —3 _N .1 1.0 APPLIED PRESSURE — a 20-1-415 Kumar&Associates SWELL—CONSOLIDATION TEST RESULTS Fig. 4 a SAMPLE OF: Cla ystone Bedrock FROM: Boring 1 � 7' WC = 14.6 %, DD = 110.4 pcf —200 = 51 %, LL = 37, PI = 14 NO MOVEMENT UPON WETTING rM1eee <ee«e��<e nppy nny to the m plev tested, me [¢song repon ceps m sono not be ,ep,nanaa, ... mu..�tnn�t the .,nten nppm.ni m Kama, and nsoomces, Inc, sweu Consollact lon to eting pe rformetl In co rtlo nce wiU teat. D-0566. a SAMPLE OF: Clc ystone Bedrock FROM: Boring 1 @ 9' WC = 17.9 %, DD = 109.9 pcf —200 = 99 %, LL = 41, PI = 18 EXPANSION UNDER CONSTANT PRESSURE UPON WETTING rM1eee <ee«e��<e nppy nny to the m plev tested, me [¢song repon ceps m sono not be ,ep,nanaa, ... mu..�tnn�t the .,nten nppm.ni m Kama, and nsoomces, Inc, sweu Consollact lon to eting pe rformetl In co rtlo nce wiU teat. D-0566. e SAMPLE OF: Fill: Sandy Lean Clay (C L) FROM: Boring 2 @ 2' WC = 17.8 %, DD = X=107.1 pcf —200 = 50 %, LL = 34, PI = 18 EXPANSION UNDER CONSTANT PRESSURE UPON WETTING N 0 rM1eee <ee«e��<e applynny to the lev tested, me [¢song rep art som pno not be ,ep,nanaa, .... pt m mu..�tnn�t the .,nten npm.ni m Kama, and Manned, Inc, SwellConsollhardln to Ing pe rformetl In co rtlo nce wiU sal D-0566. z 0 —1 a 0 0 z —2 z 0 U —3 —4 .1 1.0 APPLIED PRESSURE — KSF 10 100 �• 1 J w N 0 z o —1 J z —2 i O U i —3 _N .1 1.0 APPLIED PRESSURE — KSF 10 100 a 20-1-415 Kumar SWELL—CONSOLIDATION TEST RESULTS Fig. 5 e SAMPLE OF: Fill: Sandy Lean Clay (C L) FROM: Boring 2 @ 2' WC = 17.8 %, DD = X=107.1 pcf —200 = 50 %, LL = 34, PI = 18 EXPANSION UNDER CONSTANT PRESSURE UPON WETTING rM1eee <ee«e��<e applynny to the lev tested, me [¢song rep art som pno not be ,ep,nanaa, .... pt m mu..�tnn�t the .,nten npm.ni m Kama, and Manned, Inc, SwellConsollhardln to Ing pe rformetl In co rtlo nce wiU sal D-0566. e SAMPLE OF: Sandstone Bedrock FROM: Boring 3 @ 7' WC = 13.3 %, DD = 109.3 pcf ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO WETTING rM1eee <ee«e��<e applynny to the lev tested, me [¢song rep art som pno not be ,ep,nanaa, .... pt m mu..�tnn�t the .,nten npm.ni m Kama, and Manned, Inc, SwellConsollhardln to Ing pe rformetl In co rtlo nce wiU sal D-0566. SAMPLE OF: Cla ystone Bedrock FROM: Boring 3 � 14' WC = 23.6 %, DD = 97.4 pcf —200 = 97 EXPANSION UNDER CONSTANT PRESSURE UPON WETTING 2 rM1eee <ee«e��<e apply nny to the m plev tested, me [¢song rep art ceps m sono not be ,ep,nanaa, .... mu..�tnn�t the .,nten nppm.ni m Kama, and nsoomces, Inc, sweu Consollharder lto su ng pe rformetl In co rtlo nce wiU ASrIA D-0566. N 1 z O 0 a 0 0 N z —1 0 U —2 —3 .1 1.0 APPLIED PRESSURE — KSF 10 100 1 J N0 eespl IK o —1 J z —2 i O U i —3 e _N .1 1.0 APPLIED PRESSURE — KSF 10 100 n, 20-1-415 Kumar&Associates SWELL—CONSOLIDATION TEST RESULTS Fig. 6 SAMPLE OF: Cla ystone Bedrock FROM: Boring 3 � 14' WC = 23.6 %, DD = 97.4 pcf —200 = 97 EXPANSION UNDER CONSTANT PRESSURE UPON WETTING rM1eee <ee«e��<e apply nny to the m plev tested, me [¢song rep art ceps m sono not be ,ep,nanaa, .... mu..�tnn�t the .,nten nppm.ni m Kama, and nsoomces, Inc, sweu Consollharder lto su ng pe rformetl In co rtlo nce wiU ASrIA D-0566. SAMPLE OF: Fill: Sandy Lean Clay (C L) FROM: P-2 ® 1' WC = 18.2 %, DD = 111.8 pcf —200 = 55 %, LL = 35, PI = 18 EXPANSION UNDER CONSTANT PRESSURE UPON WETTING rM1eee <ee«e��<e apply nny to the m plev tested, me [¢song rep art ceps m sono not be ,ep,nanaa, .... mu..�tnn�t the .,nten nppm.ni m Kama, and nsoomces, Inc, sweu Consollharder lto su ng pe rformetl In co rtlo nce wiU ASrIA D-0566. HYDROMETER ANALYSIS SIEVE ANALYSIS 100 TIME READINGS NRS 15 MIN 60 MIN 19MIN 4MIN 1MIN 200 45 MIN1 U.S. STANOARO SERIES 100 50 AID 30 #16 #10 0 CLEAR SOILAGE OPENINGS 6 s/0. 3/e' 1 2" 6"D 90 to ea 20 Jo 30 60 40 d so o 0 Go 3o To D so 10 90 a loo 19 .037 .OJS .1 So .3 oa .600 1.18 12.36 4.75 9.5 19 36.1 76.2 127 200 .425 2.a 152 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SILT SAND GRAVEL COBBLES FINE MEDIUM COARSE FINE COARSE GRAVEL 15 % SAND 76 % SILT AND CLAY 9 % LIQUID LIMIT PLASTICITY INDEX SAMPLE OF: Fill: Poorly—Graded Sand with Silt & Gravel (SP—SM) FROM: Boring 2 ® 9' HYDROMETER ANALYSIS SIEVE ANALYSIS 100 TIME READINGS 24 HIS 1 HIS a5 MIN 15 MIN ..MIN19MIN 4MIN 11 IN U.S. STANDARD SERIES Al.. #is 110 1. #4 CLEAR SQUARE OPENINGS 3 9" 3/4 1 1J2 3" 5"fig 0-0 90 D ED 0 20 30 6a 40 50 50 6 40 60 30 Jo O so 1a 90 aloo .001 D. .00s .009 .019 .o37 .075 .l sa Sao I E. 1.1a 12.66 4.75 9.5 l9 s8.1 76.2 127 1 200 .425 2.o 152 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SILT SAND GRAVEL COBBLES FINE MEDIUM COARSE FINE COARSE GRAVEL 39 % SAND 40 % SILT AND CLAY 21 % LIQUID LIMIT 27 PLASTICITY INDEX 10 These test results apply only to the SAMPLE OF: Fill: Clayey Gravel with Sand (GC) FROM: Boring 3 ® 4' samples which were tested. The testing report shall not be reproduced, sept In full, without the written approval of Kumar & Associates, Inc. Sieve an o lysis leering is performed in cordoncs with ASTM D6913, ASTM D7926, ASTM C136 ..d/.r ASTM D1140. 20-1-415 Kumar & Associates GRADATION TEST RESULTS Fig. 7 TABLE SUMMARY OF LABORATORY TEST RESULTS PROJECT NO.: 20-1-415 PROJECT NAME: Foothills Credit Union at Clear Creek Crossing DATE SAMPLED: 7-7-2020 DATE RECEIVED: 7-8-2020 SAMPLE LOCATION DATE TESTED NATURAL MOISTURE CONTENT (%) NATURAL DRY DENSITY (pcf) GRADATION PERCENT PASSING NO. 200 SIEVE ATTERBERG LIMITS WATER SOLUBLE SULFATES (%) AASHTO CLASSIFICATION (group index) SOIL OR BEDROCK TYPE BORING DEPTH (feet) GRAVEL (%) SAND (%) LIQUID LIMIT PLASTICITY INDEX B-1 2 7-9-20 16.0 110.9 38 32 4 A-4 (0) Sandstone Bedrock B-1 7 7-9-20 14.6 110.4 51 37 14 Claystone Bedrock B-1 9 7-9-20 1 17.9 109.9 1 99 41 18 Claystone Bedrock B-2 2 7-9-20 17.8 107.1 50 34 18 0.00 A-6 (6) Fill: Sandy Lean Clay (CL) B-2 9 7-9-20 10.4 123.6 15 76 9 Fill: Poorly -Graded Sand with Silt and Gravel SP -SM B-2 14 7-9-20 20.6 5 45 50 36 17 Fill: Sandy Lean Clay (CL) B-3 4 7-9-20 12.9 119.8 39 40 21 27 10 0.00 A -1-b (0) Fill: Clayey Gravel with Sand (GC) B-3 7 7-9-20 13.3 109.3 Sandstone Bedrock B-3 14 7-9-20 23.6 97.4 97 Claystone Bedrock P-1 1 7-9-20 17.5 102.3 3 42 55 40 18 A-6 (7) Fill: Sandy Lean Clay (CL) P-2 1 7-9-20 18.2 111.8 55 35 18 A-6 (7) Fill: Sandy Lean Clay (CL) P-3 1 7-9-20 18.2 113.8 62 43 26 A-6 (13) Fill: Sandy Lean Clay (CL) APPENDIX A DARWinTM PAVEMENT DESIGN CALCULATIONS 1993 AASHTO Pavement Design DARWin Pavement Design and Analysis System A Proprietary AASHTOWare Computer Software Product Kumar & Associates, Inc. 2390 South Lipan Street Denver, Colorado Flexible Structural Design Module 18 -kip ESALs Over Initial Performance Period Initial Serviceability Terminal Serviceability Reliability Level Overall Standard Deviation Roadbed Soil Resilient Modulus Stage Construction Calculated Design Structural Number Foothills Credit Union - Clear Creek Crossing Drive and Fire Lanes Composite Section Flexible Structural Design 109,500 4.5 2 85% 0.44 3,562 psi 1 2.92 in Specified Layer Design Page 1 Struct Drain Coef. Coef. Thickness Width Calculated Laver Material Descri�ation (Ai) Mi Di in (ft) SN in 1 HMA 0.44 1 5 12 2.20 2 ABC 0.12 1 6 12 0.72 Total - - - 11.00 - 2.92. Page 1 1993 AASHTO Pavement Design DARWin Pavement Design and Analysis System A Proprietary AASHTOWare Computer Software Product Kumar & Associates, Inc. 2390 South Lipan Street Denver, Colorado Flexible Structural Design Module 18 -kip ESALs Over Initial Performance Period Initial Serviceability Terminal Serviceability Reliability Level Overall Standard Deviation Roadbed Soil Resilient Modulus Stage Construction Calculated Design Structural Number Foothills Credit Union - Clear Creek Crossing Parking Composite Section Flexible Structural Design 36,000 4.5 2 80% 0.44 3,562 psi 1 2.40 in Specified Layer Design Page 1 Struct Drain Coef Coef. Thickness Width Calculated Laver Material Description Ai Mi Di in (fl) SN in 1 HMA 0.44 1 4 12 1.76 2 ABC 0.12 1 6 12 0.72 Total - - - 10.00 - 2.48 Page 1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type - Job Address: Permit Number: ❑ No one available for inspection: Ti /PM Re -Inspection required es No When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.uslinspecon 1 D n q'ctor. ♦SII City Of �7�Iheatdge COMMUNITY DEVEIAPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 July 22, 2020 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 3502 and 3550 Clear Creek Drive CURRENT ADDRESS: • Section, Parcel # 39-292-15-005: NOTES: This is acourtesv notification. c AUTHORIZED BY: Scott Cutler V DATE: 7/22/2020 1. Property Owner 2. Addressirmajeffco.us Jefferson County Assessor: Data Control, Lacey Baker, Jefferson County Elections: Holly Roth; Jeffco IT Services (Mapping): Steve Mitchel 3. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden CO 80401 4. U.S. Post Office, 1100 Johnson Rd., Golden, CO 80401 5. Emailtoarlene.a.vickrev(a_�usps.eov; marianaazasz&usps.eov; carnunaaaarezkusps.EoV, theresa.a.kraft&I sps.eov, Jennifer.m.sanchez&uspssov 6. Xcel Energy, jacob.yan.Iaere&2jcelenerPy.co 7. Century Link Aaron.KellerpCenturvlink.co rachel.weaverpcenturvlink.com 8. Comcast, scott moore&cable.comcmt.com 9. Consolidated Mutual Water Company: eneineerine(a7cmwc.net 10. Applewood Sanitation District: ASD&apolewoodsan.ore 11. Fire Dept: planreview(dwestmetrofire.ore 12. Wheat Ridge Planning Division 13. Wheat Ridge Building Division 14. GIS Specialist 15. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: www.d.wheat idge.co.ns Site Vicinity Man / \ \ \ \ � S15'2337"E� \ 45.00' \ NJ0491 L2[ E:100585.3( � NJ04908.42� \ 1 eloos7s.le � N:704897.35� \ \ E:100561.32 \\ n \\ N \��` n� N\ x �=12'29' CH=N07'01'33"W 173.31' 10.50' 26.770 "..o NJ04954.59 2}"E X "� — �E:100573.36��_':� Nn 3550 I \ N74'36'23"E Clear Creek Drive \10.50' (Foothills Credft Union) � D=46'25'29" BLOCK 2, LOT 2 � LL=18.2 0' 65,037 S.F. I z 1.4930 AC. CH=N51'23'38"E HEREBY CREATED I c ➢ � 17.74' \ \ BY THIS PLAT \ \ \ \ _ \ — — N89'69'36"E 24 84�� — — N78 48'Ofi..E 75 43 \ \ m \\ \ \ \\ \\ Noo471z.61� VA LPMD TRACT 'A 'VA e1oo923.14 VA 67,637 S.F. \ VA HEREBY�CREATED \ VA \\ BY THIS PLAT \\ `35.02 v` Clear Creek Drive \\ � � \ 3 (for Sfte Work Permft and�signage \ purposes only] \\ \ �N:704556.01 \\ E:100664.82 n Noo4sas.as \gyp=69'52'25" ie E100690b6 R=250.00' 889'13'11"W L=304.88' CH=854' 1 6'57"W 93.68' 286.34' rRacr c \ �O" CLEAR CREEK CROSSING , C N rn 71.31 19.70 15' Q N S v Z ^WZv� h e�"� �3o�h W OW�v 2 ���� Q o O uMirs of coor 'n' uNE